![]() | Residential and Non-Residential - Drinking water installations and drainage requirements in Nepal (MTC - SKAT, 1988, 188 p.) |
The Mechanical Training Centre (MTC) is a vocational training centre run jointly by His Majesty's Government of Nepal and the Government of Switzerland through the Directorate for Technical and Vocational Education (Nepal) and Helvetas Nepal. |
SKAT, Swiss Center, for Appropriate Technology, is a documentation centre and consultancy group which is engaged in promoting Appropriate Technology in the Third World. Its mail-order bookshop with more than 1200 publications in stock and its publishing help to fulfill this aim. |
First Edition |
1976 |
Second Edition |
1979, expanded content |
Third Edition |
1982, slightly revised |
Fourth edition |
1988, revised and expanded, co-published |
Authors |
Andreas Bachmann & Heinz Waldvogel |
Editor |
MTC (Mechanical Training Centre, Balaju, |
|
Kathmandu/Nepal) |
Publishers |
MTC, Balaju, Kathmandu/Nepal |
Copyright |
Material of this publication may be freely quoted, translated or otherwise used. Acknowledgement is requested. |
Comments |
Questions and comments are welcome at MTC |
Distributors |
in Nepal: |
|
outside Nepal: |
ISBN |
3 908001 12 9 |
Urbanization is profoundly changing the face of many nations. Rapidly growing cities bring new possibilities, but also new challenges. One of the most vital of these challenges is the provision of piped water and of efficient sanitation for an ever-growing urban population.
In Nepal, as in many other countries, sanitary installation represents a new trade. It was with the intention of giving useful hints and guidelines to the practitioners of this trade that the first edition of this book was published.
This fourth edition is the result of a steady demand for the book in many countries. The opportunity has been taken to review and improve the entire text. Drawings have been redone and the section on drainage has been considerably enlarged. As in earlier editions, more than one solution is given for certain problems because some norms differ from country to country. In all cases, however, care was taken to use standard terminology.
In preparation of this edition, special thanks are due to Mr. Laxmi Bahadur Manandhar, Principal of M.T.C. and Mr. A. Wiederkehr of Helvetas, Zurich. Thanks are also due to Mr. Ram Prasad Shah, Draftman; Mr. Ram Kumar Thapa, Office Asst.; Mr. Purna Man Shrestha, Office Incharge. Grateful acknowledgement is owed to SSIV (Schweiz. Spenglermeister und Installateur Verband) for much additional information on soil and waste water drainage. The English language was checked and corrected by Mr. Nick Gregory.
This book is intended to be used as manual and reference work by practising sanitary engineers. We hope that it will continue to be a valuable and trusted companion to many planners and practitioners in Nepal and abroad.
Ben Dolf/Programme Director
Helvetas Nepal
Patrick Leu/Co-Principal
MTC,
Balaju
These guidelines were prepared in accordance with international and regional standards. Much attention was also given to the local conditions to ensure acceptable and troublefree installations.
This is the fourth edition, and has a wider coverage on drainage requirements in buildings. In this we have tried to give a proper blend of different types of modern installation technologies, suitable for actual needs. The manual includes essential details of technologies of different countries. Expressions vary from one region and language to another and this book aims to use internationally acceptable expressions without creating new words or definations.
As the Mechanical Training Center has a Sanitary Section, updated schooling materials were required. These guidelines were collected to give essential knowledge on sanitary installations in buildings in Nepal. Although the guidelines are quite complete they are not intended for self-teaching. This manual cannot and shall not be used in place of methodologically introduced teaching materials nor should it be used in place of school lessons.
We are grateful to the concerned authorities in Nepal and to Helvetas for having supported this new edition. Thanks also to Mr. R.P. Shah, Draftsman at MTC, for his many drawings included in this book.
Andreas Bachmann & Heinz Waldvogel
This manual explains how to supply and distribute pure water, free of impurities and in sufficient quantity to the consumers. All connections to the main pipelines must be technically sound, so that the water will remain uncontaminated.
This manual deals with drinking water installations from the town main supply to the tapping places, including the connected apparatus, as follows:
- communication and service pipes
- domestic installations (house installations)
- cold and hot water supply
2.100 |
REQUIREMENTS |
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Installations between the distribution pipes and the water consumer must fulfill the following requirements in order to maintain a pure and high quality water supply. |
2.110 |
Hygienic requirements - The water must stay free of pollution or anything else harmful to health. Examples: |
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- Absorbing dirty substances, - re-infections (through bad or wrong installation) |
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Also to be avoided are: |
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- the heating of water from the pipes (sun, fire, etc.) - noise transfers. |
2.120 |
Technical requirements - The installation and all connected apparatus must be to adapted to the existing mains and flow pressure (from the distribution pipes) guarantee to guarantee an adequate quantity of water. |
3.101 |
Main - means a pipe laid by the water authority for the purpose of giving a general supply of water but does not include a communication or service pipe. |
3.102 |
Communication pipe - means that part of a service pipe which lies between the main and the boundary of the street in which the main is laid. |
3.103 |
Consumer - means a person supplied with water by the water authority. |
3.104 |
Meter - includes an appliance or device used to measure or ascertain amounts of water taken or used from the water authority's waterworks. |
3.105 |
Service pipe - means any portion of any pipe or any fittings from the water authority's mains to any premises which conveys or is capable of conveying water under pressure. |
3.106 |
Supply pipe - means any portion of any pipe which is not a communication pipe. |
3.107 |
Storage tank - means any tank for containing water supplied by the water authority or by the consumer, other than a flushing tank or hot water tank. |
3.108 |
Flushing tank- means a tank with a discharging apparatus for flushing a water closet, sink, urinal or drain. |
3.109 |
Cylinder- means a cylindrical closed vessel capable of holding water under pressure. |
3.110 |
Water fittings- includes pipes and parts to change direction, branches, etc., (other than mains) taps, cocks, valves, etc. |
3.111. |
Apparatus- includes water closets, wash basins, bath tubs, kitchen sinks, machines, tanks and other similar devices. Usually they have a drain for connection to the waste water system. |
3.112 |
Stop cock - includes stop tap, stop valve, angle valve and any other device for stopping the flow of water in a line of pipes. |
3.113 |
Ball cock - means flow operated valve for controlling the inflow of water to a tank. |
3.114 |
Overflow pipe - means a pipe so fixed that the discharge of water may readily be seen. |
3.115 |
Waterworks- includes all catchment areas, reservoirs, wells, boreholes., dams, weirs, tanks, cisterns, tunnels, filter beds, conduits, aqueducts, fountains, standposts, sluices, valves, hydrants, pumps, prime movers and all other structures or appliances used or constructed for the collection, storage, conveyance, supply, measurement or regulation of water, and which have been constructed by or on behalf of the water authority and are the property thereof or which shall hereafter be used or constructed by the water suthority. |
3.116 |
Premises - includes dwellings, buildings, lands and leasements whether open or enclosed, and whether public or private. |
3.117 |
Catchment area - means any surface of land or other area which collects rainfall for the purpose of the waterworks. |
4.100 |
FUNDAMENTAL RULES | |
4.101 |
Continuous supply from the mains - the water authority will endeavour to maintain continous supply of potable water to consumers but will not be liable for compensation in respect of loss or damage caused by or attributable to any failure or disruption or supply. | |
4.102 |
Security - The quality of the water supplied must remain uncontaminated. And the installations made by the plumber must be carried out with greatest care, according to this manual. | |
4.103 |
Skill and supervision - Practical work should be done only by specially trained persons. To attain this manual's standard, the installation should be supervised during construction and in operating conditions. | |
4.104 |
Materials - all materials installed should be of good quality to guarantee proper, trouble-free function and long life for the installation. | |
4.105 |
Apparatus - The sanitary apparatus supplied must be of standard make and connected with the septic or sewer systems. Protection against the exit of the poisonous and bad smelling gases must be ensured by means of siphon or trap. | |
4.106 |
Existing installations - Should also conform to the rules of this manual. If safety is not guaranteed, repairs should be done immediately. | |
4.200 |
PROTECTION FROM DAMAGE FROM FROST | |
|
Every water fitting, whether inside or outside a building, should be placed so as to reduce the risk of damage by frost. | |
4.300 |
SUPPORT OF PIPES | |
|
Every pipe shall be properly supported and so arranged as to avoid air locks or reverberation. | |
4.400 |
PROTECTION AGAINST WATER HAMMER | |
|
Both in choice of apparatus and design of the installation, consideration should be given to the avoidance of water hammer. |
|
4.410 |
Plug valves - should not be used, except for draining purposes. | |
4.420 |
Spring loaded flushing systems - (as for closets, urinals) should be avoided, instead cisterns should be utilized. If a spring loaded flushing system is necessary then it should be installed so that there is no possibility of a cross connection between the drinking water and the waste water system. | |
4.500 |
PROTECTION FROM DAMAGE FROM OTHER CAUSES |
|
|
Every water fitting should be so placed as to be readily accessible for purposes of examination and repair. | |
4.510 |
Dissimilar metals - water fittings of unlike metals should not be used unless effective measures are taken to prevent deterioration. | |
4.600 |
DIRECT CONNECTION OF TOWN SUPPLY | |
|
With pipes from private water supplies is not allowed. |
|
4.700 |
PREVENTION OF WATER POLLUTION | |
4.710 |
Principles | |
4.720 |
The entire installation has to be assembled so that there is no possibility of back siphonage or back-flow of foul water or sewage or any form of pollution to the installed water system. | |
4.730 |
Pipes are not to be laid through sewers, - etc: No pipe shall pass into or through any ashpit, manure pit, sewer drain, cesspool, trash chute or through any manhole. | |
4.740 |
Cross connections - from the drinking water with the waste water system are prohibited. | |
4.750 |
Waterworks have to be kept clean. It is not permissible to deposit any earth, material, liquid or any dead creature in such manner or place that it may be washed, fall or be carried into the waterworks. However, nothing in this section shall be analysed as prohibiting or restricting: | |
|
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a) any method of cultivation of land which is in accordance with the principle of good husbandry; or |
| |
b) the reasonable use of oil or tar on any highway maintainable at the public expense, so long as all reasonable steps are taken for preventing the pollution of any part or any water of the waterworks. |
4.800 |
APPROVED MANUFACTURE | |
|
All pipes and fittings which carry water supplied by the water authority must comply with their regulations and be of approved manufacture. | |
4.810 |
Costs of replacement - All water installations have to be of good quality. It is required that water is kept clean and is not contaminated in any way, also including through defective installation. Consumption has to be within reasonable limits and must be measured properly. Although water is supplied by the water authority, alteration or renewal of pipelines and fittings may be charged to the consumer. | |
4.820 |
Entry into premises - The water authority may enter into premises into which pipes have been laid for the supply of water: |
|
|
a) to inspect any supply pipe d) to disconnect the supply pipe to any premises or to suspend, stop turn off or divert the supply of water to any premises or to suspend, stop, turn off or divert the supply of water to any premises. | |
4.900 |
DISTRIBUTION OF WATER FROM OTHER SOURCES |
|
|
The concerned person should apply to the water authority for a licence if the water has to be supplied from under ground or from a river, lake or pond lying within the distribution area of the water authority. |
|
|
However, a license may not be required for the under mentioned conditions which should be checked for approval with the concerned water authority: | |
| |
a) If somebody wishes to take water supply of up to 5,000 liters (or the proper quantity approved by the water authority) for household purposes. |
| |
b) If some land owner wishes to take the water supply for cultivation of his own land from the nearest source attached to his land. |
4.910 |
Responsibilities of waterworks - Waterworks are under the responsibility of the water authority for the following: | |
|
a) operation of waterworks e) arrange for measurement of water consumption. |
5.100 |
COMMUNICATION AND SERVICE PIPES (water authority) |
|
All communication pipes at present existing or here-after constructed should vest in the water authority and the water authority should at it's own expense, carry out any necessary works of maintenance, repair or renewal of such pipes. |
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|
5.110 |
Provision and maintenance of fittings - The water authority may provide and sell or hire any water fittings and may install, repair or alter any water fitting, whether supplied by it or not and may provide any materials and do any work required in connection with the installation, repair or alteration of water fittings, making reasonable charge therefore. |
5.120 |
Stopcocks on pipe lines - every pipe supplying water to a building shall be fitted with a stopcock adjacent to the water meter; near to the ground tank; or inside and as near as possible to the point where it enters the building. |
5.130 |
Water authority regulations prohibit the installation of a suction pump directly into the main supply pipe lines. |
|
|
5.200 |
SERVICE AND SUPPLY PIPES (Consumer) |
5.210 |
Costs relating to supply pipes - The cost of constructing, altering or repairing all supply pipes shall be borne by the consumer. |
5.220 |
Stand posts - No person should erect a standpost for conveying water (supplied by the water authority) for the occupants of more than one building or of separately occupied parts of a building unless the pipe is provided with a non-concussive self-closing tap. |
5.230 |
Drinking troughs - Every pipe supplying water to a drinking trough or drinking bowl for animals and poultry should be fitted with an approved ball cock for controlling the inflow of water so as to prevent overflow. |
5.240 |
Tap and stop cock pressure requirements - Every draw-off tap and every stop cock not of the ordinary screwdown pattern shall be capable of withstanding a hydraulic test pressure of at least 20 kgs/cm2 and shall be of approved manufacture. |
5.250 |
Location of stop cock - every stop cock should be so placed that it can be readily operated by the means by which it is designed to be operated. |
6.100 |
PRINCIPLES |
|
The provision, size and the placement of all water meters, both for domestic and industrial premises should be approved by the water authority. |
6.200 |
POSITION |
|
A water meter should, in general, be installed inside the consumer's boundry wall in a secure and readily accessible position. |
6.300 |
INSTALLATION |
|
Water meters, in general, are to be supplied by the water authority. A stop cock should be fitted on the supply side of the meter and the meter itself should be |
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fitted between unions or flanges for easy replacement. |
6.400 |
ACCURACY OF METERS |
|
The accuracy of water meters has always to be maintained. No person is permitted to: |
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a) alter or cause or permit to be altered any supply pipe with intent to avoid the accurate measurement of water; d) dishonestly prevent any meter used by the water authority from registering correctly the quantity of water supplied. |
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Handling of water meters, including repairs and replacements, are under the rules and regulations of the water authority. |
7.100 |
PRINCIPLES | |
7.110 |
Materials for storage tanks - Every storage tank should be watertight and of adequate strength and should be constructed of galvanized iron or steel, copper, ferro-cement, concrete or other approved materials, and should be provided with a cover of an approved pattern. | |
7.120 |
Protection from corrosion of storage tank - Every tank should be suitably protected from corrosion. | |
7.130 |
Capacity of storage tanks- Every storage tank should have a capacity of not less than 100 liters and if used for hot water systems of not less than 200 liters. | |
7.140 |
Placing of storage tanks - Every storage tank should be so placed and equipped that it can be readily inspected and cleansed, and not be liable to any contamination. | |
7.150 |
Storage tank support - Every storage tank should be adequately supported and suitably covered. | |
7.160 |
Every storage tank should be provided with a: | |
| |
a) Manhole, having a diameter of at least 50 cm, the edge of which is at least 20 cm above the tank top. The manhole should be provided with a cover which can be securely fastened; |
| |
b) Device, for the control of the inflow of water, so designed as to prevent overflow (e.g. ball cock or electrical pump-switch); |
| |
c) Overflow, which should be of a larger diameter than the inlet pipe and be at least 2 cm below the inlet level; |
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d) Ventilation pipe; |
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e) Drain valve if possible |
| |
f) Stopcock, to be fitted to each draw-off pipe, as near to the storage tank as possible (on tanks exceeding 20 liters capacity). |
7.170 |
Ball cocks | |
7.171 |
Every ball cock shall be securely and rigidly fixed to the tank it serves. | |
7.172 |
The ball cock should be fitted in such a position that: | |
| |
a) It discharges at a level higher than the level of the overflow; |
| |
b) can easily be checked and repaired from the top, and without necessarily draining the water tank. |
7.173 |
Every ball cock should be of approved manufacture and comply with the following requirements: | |
| |
a) Working pressure of 15 kg/cm2 with every medium pressure valve of 10 kg/cm2 and every low pressure valve of 5 kg/cm2. |
| |
b) Every ball cock of the piston type should have a suitable washer of approved materials. |
7.200 |
LOW LEVEL STORAGE TANKS | |
7.210 |
Principles | |
|
No storage tank should be buried or sunk in the ground unless there is sufficient space around for the purposes of maintenance and the detection of leaks. This shall not apply to a concrete tank designed and constructed to an approved standard. | |
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When possible, tanks should be installed above ground level. | |
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In the case of sunken tanks special precautions should be taken to avoid flooding. In particular, the manhole should be above any possible flood level. | |
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Low level tanks should be secured with fastened manholes, having inlets with a control device (ball cock) and an overflow. Where possible, a drain-out system should be fitted which should include a drain cock or plug. | |
7.300 |
ROOF TANKS | |
7.310 |
Placement - Roof tanks shall be securely placed on top of the house installation, taking into account the structural requirements to carry the heavy weight. Tanks have to remain easily accessible for inspection and maintenance. They shall be placed on adequate battens, leaving gaps for air circulation beneath. | |
7.320 |
Tanks inside the building - roof tanks inside the building require a safety tray made of watertight design, having side walls of not less than 10 cm in height. Such trays need to be of greater surface area in order to securely collect overflowing water from the tank. A separate drain is required for the safety tray. Such tanks also require to be on battens leaving gaps for air circulation and prevention of condensed water accumulation. | |
7.330 |
The inlet requires a control device | |
|
a) A ball cock when connected directly to a pressurized system (town supply). b) A cut-out switch at low level to be provided for the pump, arranged to operate when the tank is completely filled. Alternatively the tank should be fitted with a water level indicator. | |
7.340 |
The supply outlet should be positioned 5 to 10 cm above the bottom of the tank. | |
7.350 |
A drain out should be provided and arranged so that there is no direct connection with the waste water system. | |
7.360 |
Roof tanks require an overflow, the diameter to be larger than that of the inflow. The level of the overflow to be at least 2 cm below the level of inlet. | |
7.400 |
PUMPS | |
7.410 |
For installations in buildings pumps are normally used to move the drinking water from the ground tank to the roof tank, i.e., where the pressure from the mains is insufficient. | |
7.420 |
Alternatively pressure boosters, with cylinder and pump could be used, where there is continuous electricity supply. | |
7.430 |
The most common type of centrifugal pump used in such small installations is of the monobloc type, powered by electricity. | |
7.440 |
Pumps and motors should be securely mounted on concrete blocks, preferably higher than the surrounding floor or ground level. Pumps should also be provided with a roofing, in order to protect the electric motor and it's connection from rain water. | |
7.450 |
Pumps, as other devices fitted to the pipeworks, should always remain easily accessible for maintenance, and always be fitted with flanges or unions for easy removal. | |
7.460 |
Pump connections. These can be divided in two groups: | |
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a) Suction or inlet pipework |
| |
b) Delivery or discharge pipework |
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Further there are differences in: | |
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c) Gravity-fed installation (= efficient and trouble-free) (Ref: table no 1/11) |
| |
d) Suction-fed installation (Ref: table No 1/12) |
7.470 |
Suction pipe - This pipework should be kept as short as possible and have a gradual rise towards the pump (to avoid air locks in the suction line). Diameters of such suction pipework should be the same as of the pump inlet connection or preferably be of the next larger diameter. | |
|
It is suggested to install a tee-piece near to the entrance of the pump, fitted with a valve and a funnel to enable initial priming, when required. | |
7.471 |
Foot valve, strainer - Suction pipes require a foot valve. It maintains water in the suction line on completion of pumping, reducing the need to prime the pump when pumping is recommenced. A swing type valve is recommended. A strainer is often incorporated in this type of foot valve. | |
7.480 |
Delivery pipework. The diameter of such pipes should be the same as of the pump exit connection. The pipes should be fitted in a straight line and where bends are required use those with a long radius to minimize frictional losses. | |
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Pipes should be arranged so that there is a gradual rise from the pumps towards to the roof tank to enable automatic air release at the highest point, i.e. at the tank inlet. | |
7.490 |
Adjacent to the pump a non-return valve is to be fitted. This valve prevents the water of the delivery pipe from draining back through the pump casing when the pump is turned off. | |
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Non-return valves: A swing type valve is the most suitable, since it offers less restriction to the flow as compared to the under-and-over type. | |
7.500 |
DOUBLE-PUMP INSTALLATION | |
|
For larger buildings at least two pumps should be fitted, having the necessary bypass pipeworks and valves. These pumps should be run alternately, giving security for continuous water supply. |
8.100 |
PRINCIPLES | |
|
The pipelines (pipes and connections) should be protected against corrosion. | |
8.200 |
PIPES IN THE GROUND/SOIL | |
|
Pipes, fittings and valves should be protected with an inert insulation. | |
|
Before the corrosion protector is applied to the pipes, all rust, tinder, dirt and all other impurities have to be removed. |
|
|
The protection of pipes should be ensured by providing a suitable pipe cover. | |
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Possibilities: | |
| |
a) Steel pipes, galvanized pipes - galvanization is not sufficient as outer protection, it tends to be damaged during installation. Bitumen paint and a layer of hessian can protect the pipes. |
| |
b) Cast-Iron - in a very aggressive soil even cast-iron pipes have to be protected against corrosion. (clay soil, pipes in refill of building rubbish). |
| |
c) Plastic pipes need no protection against corrosion, but they should be well protected against mechanical destruction and if necessary should be laid in sand. No stone or rock should be used in the first stage of refilling. |
8.300 |
PIPES IN BUILDINGS: | |
|
If the pipes are visible, galvanized pipes will be used. Copper and stainless steel need no additional protection. | |
8.310 |
Pipes in the walls (under plaster): galvanized steel pipes must be protected with an anti-rust paint and with a wrapping or bandage, which must remain completely dry. |
9.100 |
MATERIALS | ||
9.110 | |
a) Laying in soils: | |
| | |
- welded or seamless steelpipes, galvanized, (called G.I. pipes) |
| | |
- jointless steelpipes, internally coated |
| |
|
- cast-iron pipes (called G.I. pipes) |
| |
|
- H.D.Pe (only best quality and made specially for water pressure pipelines to be used). |
| | |
- Ductile iron pipes |
| |
Prohibited: | |
|
| |
- Plastic pipes as used in conduits for electrical installations. |
| | |
- the use of lead pipes (poisonous) |
9.120 | |
b) Installation in buildings: | |
| |
- welded or seamless steel pipes, galvanized (G.I. pipes) | |
| |
- copper | |
|
|
Prohibited: lead pipes | |
9.200 |
PIPE CONNECTIONS | ||
9.210 |
The pipe connections should be made in such a way that the strength of the pipe material should not be weakened connections as follows: | ||
| |
- Thread connections, welding connections | |
| |
- hard soldering, compression joints | |
| |
- screw socket connections | |
| |
- connections with flanges and gaskets | |
| |
- connections with sockets and lead. | |
9.220 |
Thread connections - fittings of good quality are necessary for thread connections with steel pipes (G.I. pipes). |
||
9.230 |
The fittings have to be leak-proof. The thread must be cut exactly at to right angles all branch directions. They must also have full threads without much space. After cutting the pipes, the inside burr (spin) must be removed. | ||
9.240 |
Thread cutting - lubrication oil of acceptable quality
shall be used for thread cutters | ||
9.250 |
Thread joint - non-poisonous materials shall be used, such as hemp and joining paste (compound) or teflon tape. No putty: the use of putty is prohibited. | ||
|
Cautions: Red and white lead jointing compounds should not be used in pipe joints for health reasons (white lead was very often used, but it is a health risk). | ||
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Connections with flanges - Flange connections shall be used for pipes of 2 diameter and above. Flanges are often also used on pumps and other machines. The flange surface shall be parallel. |
||
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Other pipe connections - Caulked socket connections (lead joints). Lead joints should contain, after finishing the connection, jute rope in 2/3 of the socket, and lead in 1/3 of the socket. | ||
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Before caulking the rope inside the sockets, ensure that the pipes are well pushed together into the sockets, so that the rope does not enter into the pipes. Also check that the ring-type joint has been properly centered (centric-placement). | ||
|
The joint should be poured in one casting as fast as possible. |
Characteristics of G.I. pipes
Nominal |
Diameter |
Approx. weight per meter in kg |
Useful length of thread in mm | |
|
i.d.* |
o.d. | | |
1/2 |
16 |
21.3 |
1.2 |
13 |
3/4 |
21.6 |
26.9 |
1.5 |
15 |
1 |
27.2 |
33.7 |
2.4 |
17 |
1 1/4 |
35.9 |
42.4 |
3.1 |
19 |
1 1/2 |
41.8 |
48.3 |
3.6 |
19 |
2 |
53.0 |
60.3 |
5.0 |
24 |
2 1/2 |
68.8 |
76.1 |
6.5 |
27 |
3 |
80.8 |
88.9 |
8.4 |
30 |
* i.d. = nominal width, as of ISO standards
10.100 |
LAYING IN SOILS |
|
Pipelines must be placed as deep in the ground as possible so that they do not get damaged through mechanical forces, e.g. traffic. The covering should be, if possible, at least 1 meter deep. |
|
Pipelines underground should be installed on a rising alignment so that the pipeline can be drained and air be released from the water system. |
|
If the soil is yielding, the pipes must be protected, e.g. cast iron pipes break easily through settlement of poorly consolidated soil. |
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Water pipelines must be at a higher level than the sewerage systems (waste water lines), so that leakage from foul water may never enter the drinking water system. |
|
Cast iron pipes are vulnerable to any movement and must be protected by being surrounded with an elastic substance when passing through walls. |
|
If there are valves outside the building, they must be protected, have a waterproof signboard, and be indicated with marker plates. |
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For pipelines laid in the ground: bends should be used in preference to elbows. |
10.200 |
PIPELINES INSIDE THE BUILDING |
10.210 |
Layout - The pipelines should be laid as straight as possible, and change of direction made by means of elbows with a small radius. |
10.220 |
No bending - G.I. pipes must not be bent (by bending the galvanization may split off and cause corrosion). |
10.230 |
Drainage - A drain valve must be installed at the lowest point of the whole installation. |
10.240 |
Pipe closure - Pipe covers have to be made of pressure resistant and watertight materials, such as: metal, plastic or other suitable materials. A cover can be a plug, cap, blind flange, etc., however, other stoppings (as for example wooden plugs) are not permissible. Completed installations, but not connected inside pipelines, must be closed with such covers. |
10.250 |
Building strength - The building must not be weakened through the installation of pipelines and other sanitary requirements, (slits, openings, cutting of reinforcement iron, etc.). Therefore, care must be taken to avoid weakening the structure when breaking holes. Particular care must be taken not to cut reinforcing material. |
10.260 |
Exposed pipelines |
10.261 |
Water pipelines must be installed beneath the electric installations, where possible. (Condensed water may cause danger to the electric installations). |
10.262 |
Pipelines passing through floors exposed to high moisture (kitchens, bathrooms) must be protected by waterproofing fitted closely to the pipe (Ref: Table 1/8) |
10.263 |
Pipes should be firmly fixed with clamps, pipe carriers or suspension fixtures. In general these should be spaced at 1.5 m intervals, but account should be taken of the diameter and weight of the pipe. |
10.270 |
Concealed pipelines (under plaster) |
10.271 |
G.I. pipes and fittings (in protective wrapping) may only be covered with non-corrosive material such as cement plaster. |
10.272 |
Any water connection liable to leakage (e.g. union, flange connection, valve) should not be concealed. |
10.273 |
Hot water pipes require special attention for reasons of expansion and contraction, and also for reduction of heat losses (insulation). |
11.100 |
COLD WATER |
11.110 |
Distribution lines: Each house should have at least two separate lines, each having a gate valve. They should be connected near to the water meter or adjacent to the roof tank. One line to be for the kitchens and the other for the bathrooms, so as to allow separate sections to be cut off without interrupting the supply to the other section. |
Example: Distribution lines
11.111 |
Additionally, in low pressure systems, there may be another separate distribution line with a valve for the hot water system. Fitted also near to the roof tank or adjacent to the water meter. |
11.120 |
Branch lines - Houses designed for more than one family, and apartments, as well as hotels, hospitals, laboratories, etc., require a separate service valve for each unit (e.g. per one bathroom in a hotel), so as to allow convenient repairs, without interrupting the others' water supply. |
Example: Branch lines (in a
hotel)
11.200 |
HOT WATER SYSTEMS | |
11.210 |
Hot water systems, in general, should be installed in the same way as cold water systems. However, more attention is required to the change of length through temperature variation (expansion, contraction), as well as for proper insulation. | |
11.211 |
Hot water systems are more liable to corrosion than cold water systems. | |
11.212 |
Hot water heaters should operate at temperatures of approx. 60° Centigrade, but not exceeding 70° C. | |
11.230 |
Domestic installations: The water is heated in water heaters (by electricity, gas, solar, etc.). They should be centrally positioned, so that the hot water is quickly available at the users' taps. These direct systems supply bath, kitchen sink, wash basin, etc. This system is commonly used in Nepal for domestic requirements and in hotels, hospitals, etc. |
|
11.240 |
Centralized systems: Water is heated and stored centrally and distributed throughout the building by means of pipework with good insulation. In order to quickly receive hot water at the users' places these systems require constant circulation by means of a circulation pump, (or probably through thermosyphon, provided the hot tank is placed in the ground floor). These systems require much attention to good insulation to reduce heavy heat losses in the pipelines. | |
11.250 |
Hot water tanks should be positioned so that: | |
|
|
- the hot water reaches the taps within 20 to 30 seconds; |
| |
- they remain easily accessible for maintenance and repairs; |
| |
- heat loss is reduced, therefore tanks are fitted inside the building only. |
11.260 |
Hot water taps should always be fitted in mixing arrangements, i.e. to have one spout outlet for both, cold and hot water. Such mixing taps require attention to guarantee proper function and safety to the house installation: | |
|
|
a) Hot water connections to mixing taps should always be on the left side (and with vertical mixers the hot tap below). |
| |
b) Mixing taps must always have one open outlet in order to avoid internal hot water circulation into the cold water line, i.e. without intervening valve between the mixing valve and the outlet. |
|
| |
| |
c) For successful shower installations it is required that the pressure must be adequate. Note that telephonic showers have large losses in pressure and should be installed only where pressure is above 5 meters head, otherwise a metal pipe should be fitted. |
LOW PRESSURE INSTALLATION:
11.300 |
HOT WATER TANK CONNECTIONS | |
11.310 |
Hot water tanks may be connected to the supply lines only if adequate security measures are taken into consideration (non-return valve, safety valve, pressure reducer, etc.). The source of energy (electricity, solar, gas, etc.), makes no difference for the above requirements. | |
11.320 |
A hot water tank must always remain filled with water; i.e. not to be drained when cold water pipelines are without water. | |
11.330 |
Pressure of supply line and limits of tank operation pressure are to be checked prior to installation. Where the pressure in the cold water line exceeds 30 kg/cm2, and where the heater is not designed to operate at high pressure, a pressure reducing valve or a separate feed tank (with ball valve) has to be fitted in the cold water system. | |
11.340 |
A stop valve must be fitted in the cold water line adjacent to the heater to allow it to be removed for repair without draining the entire line. | |
11.350 |
Inlet and supply connections to heaters must be fitted with unions, and the cold water inlet must lead to the bottom of the heater. | |
11.360 |
A drain branch should be fitted between the stop valve and the apparatus (or the non-return valve, if such is installed), which should be provided with a drain cock operated with an open-end spanner or a stop valve or plug. Note: drain outlets may not be connected directly to the waste water system. | |
11.370 |
Non return valve - A non-return valve is to be fitted in the cold water line, adjacent to the stop cock valve. | |
11.380 |
A safety valve is to be fitted between the non-return valve and the heater (and not having under any circumstances any stop valve fitted between!) | |
11.381 |
Safety valves should be provided with a drain outlet,
which must not be connected directly to the waste water system. | |
11.390 |
For smaller heaters up to 7 kW/hr one safety valve of 1/2 diameter is sufficient. Larger capacity heaters require larger safety valves (note: lever-arm safety devices are not permissible). | |
11.400 |
HOT WATER TANK CONNECTIONS TO ROOF TANKS | |
11.410 |
It is recommended to have separate cold water lines from the roof tank to each water heater. This system does not require a non-return valve (which often leaks and/or reduces an easy flow of water). The hot water tank will remain filled with water, even when the roof tank is empty (safety of electric heating element). A separate stop cock is required, adjacent to roof tank. | |
11.420 |
Over-pressure is to be released by means of a safety valve. Instead of a safety valve, a vent pipe can be fitted to allow excess pressure to escape. A vent pipe also acts as a anti-vacuum and so ensures an easy flow of hot water. This has its importance, especially in low pressure systems. | |
11.430 |
In buildings having more than two storeys or where it is not practical to provide separate water supply piping from the roof tank to each hot water tank, there must be fitted between the stop valve and the heater in a readily accessible position: a non-return valve and a safety valve between the non-return valve and the heater. | |
11.440 |
Hot water tanks must be fitted with unions, and have a drain branch in the cold water inlet pipeline. Drain outlets must never be connected directly to the waste water systems! | |
11.500 |
ECONOMICAL HOT WATER INSTALLATIONS | |
11.510 |
In order to achieve economical utilization of hot water systems great care is required at the planning phase. It is essential to reduce heat losses to the minimum. When installing hot water tanks and pipe-lines the following points should therefore be observed: | |
| |
a) Use well-insulated hot water tanks only, having a minimum of 50 mm thickness (or preferably 75 mm) of good quality insulating material. |
| |
b) Where possible, keep the hot water tank inside the building, especially in areas where freezing can happen. |
| |
c) Keep the hot water supply pipes as short as possible, especially to the kitchen sink. The sink is used more frequently than other apparatus and a near-by water heater is therefore an energy-saving and economical solution. |
|
When having a solar water heater system at a distance from the kitchen sink, an additional small water heater fitted near the sink could prove economical by using preheated water from the solar system. |
|
| |
d) Instead of using one pipeline of larger diameter it might be better to have several lines of smaller diameters, leading from the hot water tank to the various hot water taps. |
| |
e) Insulation of hot water pipes is required especially where the exit is directly from the top of the hot water tank. To reduce the heat losses at least the first vertical pipe and part of the horizontal pipe require an insulating cover (This situation often occurs with solar water heater installations). |
11.600 |
SAFETY | |
11.610 |
Electric hot water tanks must be fitted properly to guarantee complete safety. | |
|
|
a) Installation away from direct water sprinkling: shower, bath tubs, rain, etc. |
| |
b) Electric connections (earth, fuse, switch, etc.) as per rules and regulations through specialized persons only. |
| |
c) Water heater not to be damaged when pipe system is without water supply. (Water tank always to remain filled with water - and draining possible only by opening of special valves). |
Guiding principles for hot water requirements
Purpose |
medium consumption/day |
maximum consumption/day |
|
Liter/person at 60-65 °C |
Liter/person at 60-65 °C |
modest domestic |
20- 40 |
30- 60 |
comfortable standard |
40- 60 |
60- 90 |
high standard |
60-120 |
90-180 |
children hostel |
40- 60 |
60- 80 |
hospital (town) |
70-100 |
100-150 |
hostel (luxery) |
upto 200 |
upto 300 |
Consumption |
Quantity in ltrs. |
Temperature °C |
bathtub |
150-200 |
40 |
shower (ca. 5-6 min.) |
40-60 |
40 |
bidet (for 1 filling) |
25 |
40 |
washbasin (1 filling) |
6- 8 |
40 |
kitchen (1 filling) |
25-30 |
50-60 |
dish washing machine |
15-25 |
55 |
12.110 |
Each individual piece of apparatus in the installation must be controlled by it's own stop valve (angle valve, etc.). The connection between the stop valve and the apparatus should enable easy repair of the apparatus and valves, or easy removal for replacement. |
12.120 |
Every draw off point (wash basin, closet, floor drain, etc.) must be connected to the waste water system with trapped outlets. |
12.130 |
Open containers with direct connection to the drinking water system and without automatic inflow regulation must have the lower edge of the drinking water outlet to be at least 2 cm higher that the overflow, (Ref: Table: 1/7). If the inlet must be introduced under water level (fishbasin, swimming pool, etc.) a special interruption system must be introduced to obtain 2 cm space in order to prevent back-siphoning. |
12.140 |
Closet/Urinal Flushing in principle, water closets and urinals shall be flushed by means of cisterns only. Where in special cases valves for direct flushing are fitted, it is absolutely essential that a back-flow prevention is included in the flushing pipe (e.g. vacuum breaker), to make any siphoning from the pan into the drinking water pipelines impossible. Note that such a flushing system requires pipes with large diameter, and could be troublesome when flushing in low-pressure systems. |
12.150 |
No pipe other than flushing pipe leading from a flushing tank shall be connected so that it can deliver water to any water closet pan or urinal. |
12.160 |
Volume of flush no flushing tank or other flushing apparatus serving a water closet pan shall give a flush of more than 10 liters (or of more than 5 liters per stall of a urinal). |
12.170 |
Fixing of non-return valves these valves are fitted to prevent return flow of drinking water (i.e. opposite direction of supply). They are required with: hot water systems, pumps, foot valves, machines, thermo-regulated valves, pressure boosters, water treatment plants, etc. Note: direct connections with other mediums than drinking water are prohibited by any means. Direct connections are not permitted by use of non-return valves! |
12.180 |
Connections of machines are to be made of high-pressure resitant flexible tubes, and preferably in rooms only having a floor drain (for prevention of damage by water flooding). A stop cock must be fitted before such a flexible tube. |
12.190 |
Concealed fixtures - valves shall preferably be fitted in the open, and remain accessible for repair and easy replacement. Where concealed installations are required only specially designed valves for these purposes shall be utilized. |
13.110 |
FIRE HYDRANTS SHOULD BE SITED IN A BUILDING ON ADVICE OF THE FIRE AUTHORITY |
13.120 |
Installations of fire hydrant pipelines require separate distribution lines, to ensure an adequate supply of water for the fire hydrants. In case of low pressure systems adequate roof tank capacity and pipelines of larger diameters must be provided. |
13.130 |
A connection from the fire hydrant to regularly used sanitary apparatus (water closet) should be made in order to provide for water renewal. For pressure lines this should be at the highest point of the building and for low pressure systems at the lowest point. |
13.140 |
A minimum of 3 diameter pipe should be installed for fire hydrants. |
13.150 |
The fire hose (e.g canvas) has to be long enough to be able to cover the entire area with water. |
13.160 |
The hydrant locations have to be near doors and stairs, in order to secure operation and escape. |
13.170 |
The hydrants must be accessable to all people in the building (for 24 hours a day): no locks on cabinets. The fire hydrants need a large F sign on doors of cabinets. |
14.100 |
To secure regular water supply and avoid damage, pipelines fitted in places with sub-zero temperatures require special attention. Security can partly be achieved by proper installation, however, when systems inside the buildings are left without room heating they need to be drained. | |
|
The following should be observed: | |
| |
a) Feed line from mains to be underground (1 meter deep) Pipelines have to be inside the building as much as possible. |
|
|
b) Main valve to be inside the house, having a drain valve at the lowest point. The drain valve has to be operated before freezing conditions occur, and must be left open until system is refilled. |
| |
c) All pipes to be fitted with constant slope towards either the taps or the lowest drain point. A proper ventilation is also required to guarantee a through drainage (top-most valve or ventilation pipe). |
| |
d) Pipelines not to be concealed in outer walls. |
|
|
e) Consider whether pipes could be fitted on walls or in ducts - keeping distance from walls by means of clamps - and insulation added where required. |
|
|
f) Pipelines not to pass through shafts, chimneys, etc., and to remain accessible as much as possible. |
| |
g) Hot water tanks to be fitted inside the house, with easy draining facility. |
|
|
h) Pipelines and valves exposed to outside temperatures (pump line, pipeline in roof, vent pipe) probably require good pipe insulation. |
| |
i) The use of G.I. pipes in the house is recommended, they could be thawed by flame heat. (HDPe pipes have the advantages as they will not crack in normal circumstances, but if they freeze they cannot be thawed by flame heat). |
| |
k) Water storage tanks and pipelines may require lagging to prevent freezing of the water, especially when fitted in cold roofs. The insulation shall be of inorganic materials. |
15.100 |
Proper dimensioning is essential to guarantee a trouble-free supply of water, in sufficient quantity and with sound controls. |
|
15.200 |
THE DIMENSIONS CAN BE CALCULATED IN TWO WAYS: | |
|
|
1) With tables (see table 15.460) for procedure for normal house installations, |
| |
2) Through calculation. |
15.300 |
FOR NORMAL INSTALLATIONS THE FOLLOWING LOSSES OF HEAD CAN BE ACCEPTED: | |
|
- The flow-pressure (dynamic pressure) may not be less than approx. 0.5 kg/cm2 (7 lb/in2) and the total loss of head in the entire installation may not be more than 1 kg/cm2 (14 lb/in2). - For pressure over 5 kg/cm2 (70 lb/in2), the pressure loss on the longest distance may not be more than max. 20 percent. | |
15.400 |
NORMAL HOUSE INSTALLATIONS |
15.410
Loading values of taps and aparatus | ||
Utility |
valve diameter |
units |
Washbasin, hand washbasin, bidet, flushing cistern, single tap |
1/2 |
0.5 |
Kitchen sink, service sink, dish washing machine, laundry trough, wash sink |
1/2 |
1.0 |
Bath mixer, shower mixer, wash fountain, washing machine (up to 6 kg) |
1/2 |
2.0 |
15.420 |
Hot and cold water connections must be taken into account
separately for calculating the connection value even though they may be at a
joint mixer. | |
|
Coldwater 0.5 U | |
15.430 |
Water heater connection-dimensions will be according to the loading unit of the apparatus, i.e. the total of all units connected to the hot water system. For example: 4.0. U = 3/4, or 8.0. U = 1 | |
15.440 |
One loading unit (1.0.U) corresponds to a medium water consumption of 10 liters/minute. In respect to quantities of 5 liters/minute, or less, the unit is taken as 0.5 U. | |
15.450 |
For installations with high simultaneous draw-off (schools, canteens, hotels, etc.), a higher consumption must be considered, e.g. by doubling the value of the units. | |
15.460 |
TABLE FOR DIMENSIONING WITH UNITS | |
15.461 | |
A) For systems with roof tanks (Head less than 40 meters) |
LOADING VALUES AND DIAMETERS (G.I. PIPES) | |
PIPE DIAMETER IN INCHES |
MAX. LOADING UNITS |
1/2 |
0.5 - 2.0 |
3/4 |
2.5 - 4.0 |
1 |
4.5 - 10.0 |
1 1/4 |
10.5 - 20.0 |
1 1/2 |
20.5 - 40.0 |
2 |
40.5 - 100.0 |
0.5 UNIT |
1.0 UNIT |
2.0 UNIT |
|
|
|
|
|
|
|
|
|
15.462 |
B) For systems with pressure |
LOADING VALUES AND DIAMETERS (G.I. PIPES |
PIPE DIAMETER IN INCHES |
MAX. LOADING UNITS |
1/2 |
0.5 - 2.5 |
3/4 |
3.0 - 5.0 |
1 |
5.5 - 12.0 |
1 1/4 |
12.5 - 25.0 |
1 1/2 |
25.5 - 50.0 |
2 |
50.5 - 100.0 |
15.500 |
CALCULATION OF DIMENSIONS | |
|
For special conditions and in doubtful situations it is necessary to calculate the pipeline-diameters. For example: | |
| |
- pipelines longer than 30 meters in length (measured from the tap farthest away from the tank) |
| |
- where there is simultaneous demand on the installations |
| |
- industrial districts |
| |
- fire hydrant lines |
15.510 |
Basis for the exact calculations are: | |
| |
- the acceptable loss of head |
| |
- the connected load of apparatus (unit) considering also the likelihood of the simultaneous use of the installations (Ref: table 1/39) |
| |
- the length and diameter of the pipes considering the loss due to friction (Ref: table 1/37) |
15.520 |
Procedure for calculation | |
| |
- Fixing of the acceptable loss of head |
| |
- Assessing the simultaneous demand of the installation according to the table. |
| |
- For industries, schools, etc., the fact that most of the taps might be used simultaneously must be taken into consideration. |
| |
- Working out the dimensioning, considering the probability of simultaneous use and the disposal loss of head. |
| |
- Comparing calculated loss of head, and acceptable loss of head. The results of both values should be about the same. |
| |
- If there is a big difference between the acceptable and the calculated loss of head, a new assessment must be worked out. The calculated loss of head has to be checked again as before using different pipe dimensions. |
16.100 |
A TEST MUST BE CARRIED OUT ON ALL PIPELINES PRIOR TO THEIR BEING COVERED. | |
| | |
|
The procedure for the test should be as follows: |
|
| | |
| |
a) Pipelines should be closed off from all apparatus such as basins, water closets, hot water storage tanks, etc. |
| |
b) The system should be filled with water and be thoroughly ventilated to secure the release of all trapped air. |
| |
c) The system should be closed, and a pressure of 1 1/2 times the working pressure applied by means of a hand pump. |
| |
d) The system should remain under pressure for at least one hour. During this testing period the loss of pressure should not be more than 0.1 kg/cm2. |
16.110 |
After the pressure test is completed satisfactorily all apparatus should be connected and the system refilled and checked for leaks. | |
16.120 |
Before handover the system should be filled and drained at least 2 times to ensure that it is properly cleansed of sand, cutting oil, or other material. |
TABLE 1/1 - VALVES, PRINCIPLES
GATE VALVE (STOP VALVE)
Figure
The seat openings are usually of the same diameter as the inside of the pipes. They have very little loss of head, when the valve is completely opened.
Application: In main pipelines, before the taps. Where watertightness is not so important.
Don't use: As out-flush valve (too high speed in the pipeline, and not really watertight) instead, use a suitable tap.
GLOBE VALVE (STOP COCK)
Figure
This valve has to be installed with the water pressure under the valve seat.
A globe valve can be repaired and is watertight, however, it has a quite high loss of head.
Application: for smaller diameters.
Don't use: as outflush (drain valve at water reservoirs).
BIB COCK (TAP; FAUCET)
Figure
The bib cock closes against water pressure. When it is open, the passage is relatively free for the water. The spout may or may not be threaded (for hose connection).
TABLE 1/2 - C.P. VALVES, EXAMPLES
BIB COCK |
BIB COCK WITH HOSE CONNECTION
|
PILLAR COCK |
PILLAR COCK SWIVEL |
ANGLE STOP COCK |
GLOBE VALVE |
UP-VALVE (Under plaster)
(Concealed stop cock)
This is the only stop cock type which may be fixed for concealed pipes (under plaster)
C.P. = CHROME PLATED
TABLE 1/3 - C.P. VALVES, EXAMPLES
BASIN, ONE HOLE MIXER |
BASIN, THREE HOLE MIXER |
|
|
BASIN / SINK |
WALL MIXER |
|
BATH WALL MIXER
With eg. telephonic shower
(Waterhead min. 5m)
Figure
C.P. = CHROME PLATED
TABLE 1/4 - VALVES, EXAMPLES
VERTICAL BATH MIXER
Figure
In many situations this rather unusual mixer might be the adequate solution, eg. if bathtub or shower is in a niche or corner. In addition it can be the more economical installation. (Soma Plumbing Fixtures Ltd, India Similor, Switzerland).
SAFETY VALVE (PRESSURE RELEASE)
Figure
Application: Must be fitted in pressure systems with hot water tanks (low pressure vent pipe will also do).
Caution: Verify the flush direction of the water.
Danger: Never install any valve between the hot water tank and the non return or any other valve!
PRESSURE REDUCER VALVE
Figure
This valve is applied where a lower pressure is required.
Pipelines for domestic use should not be over a pressure of 4 kg/cm2 (= 40 m Head).
Note: Hot water tanks are normally built to resist a maximum head of 30 m. Where the water supply has more pressure a reducing device (pressure reducer valve, cistern) is required.
TABLE 1/5 - VALVES, EXAMPLES
FOOT VALVES
Application: On inlets of suctions pipes in pumped systems
Figure
Note: A swing check valve is most suitable since it offers easier flow
TAPERING PLUG (GAS COCK)
Figure
Applications: for gas installations and drain valves only.
Note: these valves are made for low pressure application only: since the water flow would be stopped to fast in pressure systems they would produce water hammers and damage the pipeline.
NON RETURN VALVES
Figure
Non return valves are fitted in pipe systems to secure the flow direction and to prevent any flow back.
For application in systems with hot water tanks, solar water heaters, pumps, pressure boosters, washing machines, etc.
Swing checks are recommended (flap type), since there is full passage and less friction loss.
Caution: Attention has to be given to the flow direction. Non return valves have to be fitted in that way that the water pressure (incoming) remains under the valve seat.
TABLE 1/6 - G.I. FITTINGS
EXAMPLE
BEND 90° |
BEND 45° |
ELBOW 90° |
ELBOW 90° |
6 |
8 |
90 |
92 |
TEE |
CROSS |
SIDE OUTLET ELBOW female |
SIDE OUTLET TEE female |
130 |
180 |
221 |
223 |
REDUCING SOCKET |
REDUCING BUSH |
RED. HEXAGON |
RED. SOCKET |
240 |
241 |
245 |
246 |
SOCKET |
PLUG |
BACKNUT |
CAP |
270 |
291 |
310 |
300 |
FLANGE |
UNION |
NIPPLE
|
|
321 |
330 |
530 |
|
TABLE 1/7 - WATER SUPPLY TO BATHTUBS AND BASINS
PREVENTION OF BACK - SIPHONING |
Safety valve |
Bathtub, mixing - tap |
means of safe drainage |
Correct |
Wrong |
|
|
Keep telephonic showers out of bath tubs |
It is dangerous to have telephonic showers in used water: with empty feed lines, the water can be sucked into the drinking water |
DIRECT WATER SUPPLIES FOR BASINS
Basin/Inlet above water level
Inlet under water level
Wrong
TABLE 1/8 - PASSAGES OF PIPES
THROUGH WALLS AND CEILINGS
Galvanized pipe through the
outside-wall
Cost iron pipe through the
outside - wall
Galvanized pipe through 2 walls
with expansion joint
Pipe passage through ceiling (for
rooms with high moisture)
TABLE 1/9 - ROOF TANK PRINCIPLE REQUIREMENTS
Figure
1 Inlet, with one or more ball valves, or open inlet, when filled with pump or with electric automatic control system.2 Outlet, min. 5/4 G.I. socket, and after fixing of main gate valve.
3 Overflow, min. 5/4 G.I. socket.
4 Drain, min. 2 G.I. socket with plug.
5 Interconnection, min. 5/4 G.I. socket for possible extensions.
Note: |
A water level indicator is useful (clear plastic pipe) size of tank: Water consumption per one person approx. 165 I/day, suggested minimal size: 1000 liters. |
TABLE 1/10 - PARTS OF WATER INSTALLATIONS
1 |
WATER MAIN |
2 |
MAIN CONNECTION (FERRULE OR CONTROL VALVE) |
3 |
COMMUNICATION PIPE |
4 |
METER CONTROL VALVE |
5 |
WATER METER |
6 |
SERVICE PIPE |
7 |
SUCTION PIPE WITH FOOT VALVE |
8 |
PUMP |
9 |
CHECK VALVE (NON RETURN) |
10 |
DELIVERY PIPE (PUMP LINE; DISCHARGE) |
11 |
OVERFLOW |
12 |
DISTRIBUTION LINE |
13 |
BRANCH LINE |
14 |
APPARATUS CONNECTOR |
15 |
TAP |
16 |
WATER HEATER |
17 |
HOT WATER SUPPLY LINE |
Figure
TABLE 1/11 - ROOF TANK CONNECTION, EXAMPLE
1 |
MAIN VALVE |
2 |
WATER METER |
3 |
BALL VALVE |
4 |
OVERFLOW |
5 |
DRAIN-OUT |
6 |
PUMP |
7 |
NON-RETURN VALVE |
8 |
ELECTRIC-PUMP SWITCH-OUT |
9 |
WATER TO THE APPARATUS |
Figure
TABLE 1/12 - ROOF TANK CONNECTION, EXAMPLE
Figure
1 BALL VALVE
2 DRAIN-VALVE
3 MAIN-VALVE
Note: Drinking water tanks should be above the ground
TABLE 1/13 - FIRE HYDRANT CONNECTIONS TO ROOF TANKS
Figure
Note: Regular replacement of water in pipes and roof tank is maintained by having a cistern connected, at furthest distance from tank, i.e. at lowest point.
TABLE 1/14 - PRESSURE INCREASE WITH BOOSTER
Figure
1 |
TOWN SUPPLY LINE |
2 |
WATER SUPPLY LINE |
3 |
DISTRIBUTION, LOWER FLOORS |
4 |
DISTRIBUTION, UPPER FLOORS |
5 |
PUMP FOR PRESSURE-INCREASE |
6 |
NON RETURN VALVE |
7 |
PRESSURE-BOOSTER |
8 |
WATER LEVEL INDICATION |
9 |
PRESSURE-RSEDUCER VALVE |
10 |
SAFETY-VALVE |
TABLE 1/15 - HOUSE INSTALLATION IN FREEZING CLIMATE
Figure
Notes: Pipes not to be fitted into outside walls pipes to fitted with slopes (no siphons!) to enable thorough drainage.
TABLE 1/16 - WATER HEATER CONNECTION
Note: |
All installed water heaters must have a pressure-release possibility: by safety valve or by an air pipe. |
Caution: |
The maximum head for water heaters is given by the factory and is indicated on the water heaters. (Normally for max. 30 m head = 3 kg/cm2). |
LOW - PRESSURE CONNECTION |
PRESSURE CONNECTION |
LOW - PRESSURE CONNECTION |
PRESSURE CONNECTION
|
1 |
FEED PIPE |
2 |
MAIN VALVE |
3 |
NON RETURN VALVE |
4 |
SAFETY VALVE |
5 |
DRAIN (PLUG OR VALVE) |
6 |
HOT WATER TAP |
7 |
PRESSURE REDUCER VALVE |
TABLE 1/17 - HOT WATER SUPPLY SYSTEMS
Serie - connection |
Parallel - connection |
Single - supply |
Group - supply (for nearby taps) |
|
|
Single - tap system
(effective and economical; fast hot water availability)
Distribution line with
circulation
TABLE 1/18 - HOTWATER SUPPLY
EXAMPLE No 1: |
ONE FAMILY HOUSE |
|
SEPARATE FEED LINE TO HOT WATER TANK (=NO NON-RETURN VALVE) |
|
HOT WATER TANK LOWER THAN TAPS |
Figure
TABLE 1/19 - HOTWATER SUPPLY
EXAMPLE NO. 2: |
LARGE ONE FAMILY HOUSE |
Figure
TABLE 1/20 - HOTWATER SUPPLY
EXAMPLE No 3: |
TWO FLAT HOUSE, WITH SEPARATE HOTWATER TANK |
Figure
TABLE 1/21 - HOTWATER SUPPLY
EXAMPLE No 4: |
MULTISTORY BUILDING |
Figure
TABLE 1/22 - HOTWATER SUPPLY
EXAMPLE No 5: |
REDUCTION OF HIGH PRESSURE SUPPLY BY MEANS OF A BALL-VALVE OPERATED CISTERN. |
Note: |
1) Hot water and cold water should have the same pressure, therefore cold water is also supplied from the cistern. |
|
2) Due to low pressure the vent pipe fitted on top of hot water may be required to release eventual |
|
3) Obviously the cistern has always to be the top-most placed item, in order to supply water to the hot water tank and to the taps. |
Figure
TABLE 1/23 - SOLAR WATER HEATER INSTALLATION
INSTALLATION EXAMPLE No 1: ROOF TANK, WITH SEPARATE COLDWATER PIPELINE TO THE SWH-SYSTEM, WITHOUT REQUIREMENT OF SPECIAL VALVES
CIRCULATION SYSTEM
(WITH HEAT STORAGE)
Figure
1 |
COLDWATER STORAGE TANK |
2 |
HOTWATER STORAGE TANK |
3 |
COLLECTOR |
4 |
COLDWATER PIPELINE |
5 |
COLDWATER TO HOT TANK |
6 |
HOTWATER TO THE TAPS |
7 |
CIRCULATION PIPE TO COLLECTOR |
8 |
CIRCULATION PIPE TO HOT TANK |
9 |
VENT PIPE |
TABLE 1/24 - SOLAR WATER HEATER INSTALLATION
INSTALLATION EXAMPLE No 2: ROOF TANK WITH BRANCH IN MAIN
COLDWATER
PIPELINE CONNECTING THE SWH-SYSTEM
REQUIRES: 1 NON-RETURN VALVE
Figure
1 |
COLDWATER STORAGE TANK |
2 |
HOTWATER STORAGE TANK |
3 |
COLLECTOR |
4 |
COLDWATER PIPELINE |
5 |
COLDWATER TO HOT TANK |
6 |
HOTWATER TO THE TAPS |
7 |
CIRCULATION PIPE TO COLLECTOR |
8 |
CIRCULATION PIPE TO HOT TANK |
9 |
VENT PIPE, INSULATED |
10 |
CHECK (NON RETURN VALVE) |
Note: |
A book solar water heaters in Nepal-manufacturing and installation with relevant information, was prepared through the same publishers. |
TABLE 1/25 - SOLAR WATER HEATER INSTALLATION
INSTALLATION EXAMPLE NO 3: TOWN SUPPLY (24 HOURS/DAY) WITH
LOW-PRESSURE CONDITION
REQUIRES: 1 NON-RETURN AND 1 SAFETY VALVE
Note: Head of town supply resp. of supply pipe has to be less than 20 meters where low-pressure hot water storage tanks are utilized.
Figure
1 |
COLDWATER, TOWNSUPPLY |
2 |
HOTWATER STORAGE TANK |
3 |
COLLECTOR |
4 |
COLDWATER TO HOT TANK |
5 |
CHECK (NON-RETURN VALVE) |
6 |
SAFETY VALVE |
7 |
HOTWATER TO THE TAPS |
8 |
CIRCULATION PIPE TO COLLECTOR |
9 |
CIRCULATION PIPE TO HOT TANK |
10 |
AIR VALVE |
TABLE 1/26 - SOLAR WATER HEATER INSTALLATION
INSTALLATION EXAMPLE NO 4: OPEN HOTWATER OUTLET SIMPLE AND
LOW-COST
INSTALLATION, BUT FOR ONE (OR TWO) HOTWATER OUTLETS ONLY.
Figure
1 |
COLDWATER SUPPLY |
2 |
HOTWATER STORAGE TANK |
3 |
COLLECTOR |
4 |
COLDWATER TO HOT TANK |
5 |
HOTWATER TO SHOWER |
6 |
TWO-WAY VALVE, IF FOR TWO HOTWATER OUTLETS |
7 |
EVENTUALLY: AIR VALVE |
8 |
CIRCULATION PIPE TO COLLECTOR |
9 |
CIRCULATION PIPE TO HOT TANK |
Note: |
For hotwater on shower only: Install pipe No 5, but not pipe No 6 and without a 2-way valve/for double use, i.e. shower or washbasin install pipe No 6 incl. 2-way valve, but not pipe No 5. |
TABLE 1/27 - SOLAR WATER HEATER INSTALLATION
INSTALLATION EXAMPLE NO 5: ROOF TANK, WITH SEPARATE COLDWATER
PIPE TO THE FLAT TANK COLLECTOR,
REQUIRES NO SPECIAL VALVES.
Figure
1 |
COLDWATER STORAGE TANK |
2 |
FLAT TANK COLLECTOR |
3 |
COLDWATER PIPELINE |
4 |
COLDWATER TO FLAT TANK COLLECTOR |
5 |
HOTWATER TO THE TAPS |
6 |
VENT PIPE |
7 |
DRAIN (TEE WITH PLUG OR VALVE) |
TABLE 1/28 - SOLAR WATER HEATER INSTALLATION
INSTALLATION EXAMPLE NO 6: ROOF TANK WITH BRANCH IN THE MAIN
COLDWATER PIPE TO THE FLAT TANK COLLECTOR
REQUIRES: 1 NON-RETURN VALVE
Figure
1 |
COLDWATER STORAGE TANK |
2 |
FLAT TANK COLLECTOR |
3 |
COLDWATER PIPE |
4 |
COLDWATER TO FLAT TANK |
5 |
HOTWATER TO THE TAPS |
6 |
VENT PIPES |
7 |
DRAIN TEE WITH PLUG OR VALVE |
8 |
CHECK (NON-RETURN VALVE) |
TABLE 1/29 - SOLAR WATER HEATER INSTALLATION
INSTALLATION EXAMPLE NO 7: PREHEATER TO ELECTRIC HOT WATER TANK,
INCREASES
THE HOTWATER CAPACITY, REDUCES ELECTRICITY CONSUMPTION
Figure
1 |
COLDWATER STORAGE TANK |
2 |
ELECTRO-OR GAS HOT TANK |
3 |
FLAT TANK COLLECTOR |
4 |
COLDWATER PIPE |
5 |
COLDWATER PIPE TO FLAT TANK COLLECTOR (AND TO ELECTRO-OR GAS HOT TANK) |
6 |
HOTWATER TO THE TAPS |
7 |
BYPASSES (TO ENABLE DIRECT USE OF ELECTRO HOT TANK ONLY) |
8 |
VENT PIPES |
9 |
DRAIN (TEE WITH PLUG OR VALVE) |
TABLE 1/30 - DIMENSIONING, EXAMPLES
LOW PRESSURE (ROOF TANK)
DIMENSIONS ACCORDING UNITS, TABLE A
Figure
TABLE 1/31 - DIMENSIONING, EXAMPLE
LOW PRESSURE (ROOF TANK)
DIMENSIONING ACCORDING UNITS, TABLE A
Figure
TABLE 1/32 - DIMENSIONING. EXAMPLES
LOW PRESSURE (ROOF TANK)
DIMENSIONS ACCORDING UNITS, TABLE A
Figure
TABLE 1/33 - DIMENSIONING, EXAMPLE
PRESSURE, TOWNSUPPLY
DIMENSIONS ACCORDING UNITS/TABLE B
Figure
TABLE 1/34 - DIMENSIONING, EXAMPLE
PRESSURE, TOWNSUPPLY, ACCORDING UNITS/TABLE B
Figure
Note: |
All circulation pipes have to be insulated! Gravity circulation system (without pump) rule of thumb: The horizontal (H) may not be longer than the vertical length (V). The diameter of the circulation (backflow) pipe to be appr. two dimensions smaller than the forward pipe (but at least 1/2 . |
TABLE 1/35 - DIMENSION-CALCULATION EXAMPLE
PIPELINE - SCHEME
Figure
CALCULATION FOR THE LOSS OF HEAD:
pipe |
section |
units |
max. load ltrs/min. |
I> inches |
length meter |
addition % |
total length m. |
loss of head | |
| | | | | | | |
mm/m |
total mm |
B |
1-2 |
0.5 |
5 |
1/2 |
1.80 |
100 |
3.60 |
25 |
90 |
|
2-3 |
1.0 |
10 |
1/2 |
3.20 |
100 |
6.40 |
85 |
544 |
|
3-4 |
5.0 |
30 |
3/4 |
3.00 |
100 |
6.00 |
170 |
1020 |
|
4-5 |
9.0 |
38 |
1 |
3.00 |
100 |
6.00 |
80 |
480 |
|
5-6 |
13.0 |
44 |
5/4 |
3.00 |
100 |
6.00 |
28 |
168 |
|
6-7 |
17.0 |
48 |
5/4 |
6.80 |
100 |
13.60 |
33 |
448 |
|
1-7 | | | |
20.80 | | | |
2750 |
|
Water meter |
27.0 |
60 |
1 |
- | |
- | |
2650 |
|
connection |
27.0 |
60 |
5/4 |
52.00 |
50 |
73.00 |
50 |
3650 |
|
| | |
| | |
| |
9050 mm |
|
| | |
| | |
| |
(9.05m) |
C |
8-9 |
2.0 |
20 |
1/2 |
2.70 |
100 |
5.40 |
290 |
1566 |
|
9-10 |
3.0 |
24 |
3/4 |
3.50 |
100 |
7.00 |
170 |
840 |
|
7-10 |
4.0 |
27 |
1 |
28.40 |
70 |
48.30 |
47 |
2270 |
|
7-8 | | | |
34.60 | | | |
4676 |
|
Water meter connection |
27.0 |
60 |
1 |
- |
- |
- |
- |
2650 |
| |
27.0 |
60 |
5/4 |
52.00 |
50 |
73.00 |
50 |
3650 |
|
| | |
| | |
| |
10976 mm |
|
| | |
| | |
| |
(10.976m) |
DIMENSION-CALCULATION EXAMPLE
Explanations to the example table 1/35
In most cases it will be sufficient to check the dimensions after using the simplified method (unit, dimensioning table)
The calculation-bases are the following:
a) Lowest dynamic pressure of 0.5 kg/cm2 on the highest fixed tap. This pressure is absolutely necessary to guarantee a normal water-flow and to prevent any re-suction from waste-water into the drinking water pipeline.b) Highest loss of head of 1.0 kg/cm2 in the whole installation (including the feeding-pipeline and the water meter).
c) Consumption of water according to the probable maximum load in domestic and office buildings (according to table). For industries, fire-hydrants etc. the highest load has to be calculated according to the actual consumption in US.
d) Effective length of the pipelines has to be measured at the building sites or from the plans. The effective length must be increased to include also the losses of head in the fittings.
feeding - lines + appr. |
50% (to the effective length). |
Example for the control of the measurements from an installation
indications:
- Lowest pressure on the connection |
40 |
m |
watercolumn |
- Height-difference between the connection and the highest-placed tap |
22 |
m |
WC |
- Static-pressure on the highest tap |
18 |
m |
WC |
- Length of the connection line |
52 |
m | |
- Inside-pipeline according to the scheme | | | |
Calculation of the pipeline 'B'
Make provisional statement of the consumer units and diameter according to the pressure table.
Calculate the loss of head in the separate pipeline-sections 'B', beginning from the water meter and from the connection.
DIMENSION-CALCULATION EXAMPLE
Total loss of head of the installation 9.76 m water-column, that is less than 10 m.
Dynamic-pressure on the highest placed tap 3.24 m, that means more than 5 m.
Final Conclusion: The dimensions according to the easy method are sufficient (unit, dimensioning table).
Calculation of the pipeline 'C'
Length, beginning from the water-meter 34.6 m
To consider this pipe length, there is the adjustment from the section 7-10: The diameter is changed into 1 Æ (instead 3/4Æ for 4 units).
Calculation for the loss of head in the pipeline 'B'
Total loss of head: 11.99 m, that means 20% more than the admissible loss of head from 10 m. But this difference is tolerable, because the connection is for adjoining rooms, and because pipeline has little influence on the feeding of the main-building.
Water Meter
The produced loss of head in a water meter may determined with diagrams or with a calculation. Therefore take the waterflow with a loss of head 10 m.
Water meter 25 mm = 7 m3 h with a loss of head of 10 m. For the waterflow of 60 litre/minute, that means 3.6 m3 h, result in a loss of head in the water meter of:
Connection
For the calculation of the loss of head in the connection pipeline, it may be assumed to take 10% of the net (town-line). An additional charge of 50% on the length of the pipeline will be sufficient, to consider the armatures and other special pieces. That is because they will be less numerous than the inside installations.
Assumable loss of head 10/% |
= |
4 m |
Calculated loss of head |
= |
3.65 m |
Also in this case the easy method is sufficient to determine the diameter, even when the connection-line is longer than 30 m.
TABLE 1/36 - GUIDING PRINCIPLES FOR WATER REQUIREMENTS
Purpose |
Unit |
Requirement | |||||||||
|
Consumer/Time |
Min. |
Medium |
max. | |||||||
Domestic Purposes: |
| | | | |||||||
drinking, cooking, cleaning |
person day |
50 |
80 |
120 | |||||||
laundry (washing) |
person day |
10 |
20 |
40 | |||||||
bathing, douche |
person day |
50 |
100 |
180 | |||||||
WC-cistern, flush |
person day |
40 |
50 |
60 | |||||||
cleaning of a car |
car |
150 |
250 |
400 | |||||||
Domestic Buildings: |
| | | | |||||||
modest conditions |
inhabitant day |
100 |
150 |
200 | |||||||
medium comfort |
inhabitant day |
150 |
200 |
300 | |||||||
higher standard |
inhabitant day |
250 |
400 |
600 | |||||||
Public: |
| | | | |||||||
schools |
student day |
10 |
12 |
15 | |||||||
hospitals |
patient day |
300 |
450 |
600 | |||||||
bathing establishment |
500 - 600 bath |
500 |
550 |
600 | |||||||
restaurants (for meals) |
guest day |
60 |
100 |
150 | |||||||
barracks (army) |
man day |
50 |
100 |
150 | |||||||
covered market |
m2 day |
3 |
4 |
5 | |||||||
| | | | | |||||||
slaughter houses |
cattle/big |
400 |
450 |
500 | |||||||
slaughter houses |
livestock, small |
300 |
350 |
400 | |||||||
wash institution |
kg (dry wash) |
50 |
60 |
70 | |||||||
open yard(grass field) |
m2 surface |
1 |
1.5 |
2 | |||||||
road sprinklers |
m2 surface |
1 |
1.25 |
1.5 | |||||||
car workshop |
employee day |
30 |
40 |
50 | |||||||
backery (bread) |
employee day |
120 |
130 |
140 | |||||||
hair-dresser |
employee day |
160 |
170 |
180 | |||||||
photo-studio |
employee day |
280 |
300 |
320 | |||||||
administration-building |
employee day |
30 |
40 |
50 | |||||||
Industries: |
| | | | |||||||
brewery (without cooling) |
100 ltr. beer |
600 |
700 |
800 | |||||||
|
(with cooling) |
100 ltr. beer |
1400 |
1700 |
2000 | ||||||
dairy |
100 ltr. milk |
400 |
500 |
600 | |||||||
paper factory |
kg, fine paper |
1500 |
2200 |
3000 | |||||||
Farming Purposes: |
| | | | |||||||
horses |
1 pc. day |
60 |
70 |
80 | |||||||
cows |
1 pc. day |
60 |
65 |
70 | |||||||
young cattle |
1 pc. day |
40 |
45 |
50 | |||||||
pig |
1 pc. day |
15 |
20 |
25 | |||||||
sheep goats |
1 pc. day |
5 |
6 |
7 | |||||||
* According international standards |
|
TABLE 1/37 - LOSS OF HEAD-CHART/G.I. PIPES
Figure
TABLE 1/38 - LOSS OF HEAD - CHART
LOSS OF HEAD IN POLYETHYLENE PIPES
(WATER AT 10°C)
TABLE 1/39 - MAXIMUM LOAD CHART - UNITS INTO LTR/MIN
Figure
TABLE 1/40 - G.I. MATERIAL LIST
BUILDING SITE: __________________________SECTION______________________________ | |
SUBJECT: COLD- OR HOTWATER DATE: |
DATE |
SIG. |
ARTICLE N2 |
3/8 |
1/2 |
3/4 |
1 |
5/4 |
1 1/2 |
2 |
3 |
4 |
|
PIPES GALV. G.I. | | | | | | | | | |
| | | | | | | | | | |
| | | | | | | | | | |
| |
| | |
| | |
| | |
|
| | |
| | |
| | |
|
|
PIPES TOTAL |
| | |
| | |
| | |
| | | | | | | | | | |
|
PIPES GALV. |
| | |
| | |
| | |
|
WITH PAINT | |
| | | | | | | |
|
WITH BANDAGE |
| | |
| | |
| | |
|
PIPES PROTECTED | | | | | | | | | |
|
SOCKET 270 |
| | |
| | |
| | |
|
| | |
| | |
| | |
|
| | |
| | |
| | |
| |
|
ELBOW 90 |
| | |
| | |
| | |
|
| | |
| | |
| | |
|
| | |
| | |
| | |
| |
| |
| | |
| | |
| | |
|
BEND 90° 3 | | | | | | | | | |
| | | | | | | | | | |
|
BEND 45 8 | | | | | | | | | |
|
CROSS TEE 180 | | | | | | | | | |
|
REDUCER SOCKET 240 | | | | | | | | | |
|
TEE 130 |
| | |
| | |
| | |
|
| | |
| | |
| | |
|
|
FLANGE 329 |
| | |
| | |
| | |
|
UNION 330 |
| | |
| | |
| | |
|
| | |
| | |
| | |
|
|
PLUG 230 |
| | |
| | |
| | |
|
CAP 301 |
| | |
| | |
| | |
|
NIPPLE 530 |
| | |
| | |
| | |
|
| | |
| | |
| | |
|
|
CLAMP |
| | |
| | |
| | |
|
| | |
| | |
| | |
|
| | |
| | |
| | |
| |
|
SADDLE CLAMP |
| | |
| | |
| | |
|
| | |
| | |
| | |
|
|
SCREW/DOWEL |
| | |
| | |
| | |
|
| | |
| | |
| | |
|
|
GATE VALVE |
| | |
| | |
| | |
|
| | |
| | |
| | |
|
|
TAP (BIB COCK) | | | | | | | | | |
| | | | | | | | | | |
|
GLOBE VALVE (CHROM) | | | | | | | | | |
|
| |
| | | | | | | |
| | | | | | | | | | |
|
| |
| | | | | | | |
| | | | | | | | | | |
|
This section deals with the design and installation of soil, waste and ventilating pipes where they occur above ground both inside and outside the building. |
|
The establishment of unobjectionable sewerage system and the safety of the community have been taken into account. |
|
These guidelines are applicable for: | |
| |
- Domestic house drainage systems (soil and waste waters) |
| |
- Partly covered: Rain water pipes |
| | |
2.100 |
PRINCIPLES | |
|
This manual covers modern methods of plumbing, namely, the single stack system, the divided stack system and the one-pipe system. However, in view of the simplicity and economy of the single stack system, it is recommended that for all new construction this system may be adopted in preference to other systems. | |
|
| |
2.200 |
DESIGN CONSIDERATIONS | |
|
The system to be adopted will depend on the type and design of the building in which it is to be installed and will be one of the following: a) Single stack system c) One-pipe system | |
2.300 |
STACK SYSTEMS | |
|
This is the name given to a simplified system, wherein all separate ventilation pipes are omitted. The stack itself is made to cater (or provide) for all vent requirements by restricting the flow into the stack to certain predetermined limits. | |
|
A stack is a pipeline for main vertical discharge, extending more than one storey in height, and where all fixtures connected to it require a trap. | |
|
Note: rain water pipes are not to be fitted to stacks for soil and/or waste water pipelines. Usually they are not connected to the ground pipelines but drained through separate systems. | |
|
| |
2.310 |
Single Stack System (Standard Installation) - In this mixed system, the pipe conveys discharges from all waste water appliances (e.g. soil and waste appliances) such as water closets, urinals, bath tubs, wash basins, kitchen sinks, etc.). |
Figure
CONNECTED DIRECTLY TO THE TOWN SEWER OR TO SEPTIC TANK OF ADEQUATE SIZE.
These pipelines convey waste water directly to the canalization main pipelines or into individual septic tanks of adequate size.
2.320 |
Divided Stack System (Individual Installation) - In this divided system there are two (or more) separate separate stacks: |
Figure
CONNECTED SEPARATELY TO SEPTIC TANKS
i) The soil stack conveys discharges from water closets, urinals and similar soil appliances directly to the septic tank.ii) The waste stack conveys wastes from ablutionary (washing, washing-off) and culinary appliances (food), such as wash basins, bath tubs, kitchen sinks, shower trays, etc., either to a separate septic tank, or to the last chamber of the septic tank.
Divided stacks are to be ventilated above roof level in the same way as single stacks. If required, a waste stack ventilation, instead of being led straight through the roofing, could be joined to a nearby soil stack ventilation by use of 88° to 45° bends, with the branch at least 0.5 m above the upper level of the top-most apparatus.
Note: Divided stack systems might be useful in places with individual, small septic tanks. It is not required for mixed systems, e.g. when led into the town mains, or where septic tanks of sufficient capacity are provided.
2.340 |
Note: Previously a Two-Pipe System was applied in building installations. In this separate pipelines conveyed discharges: | |
| |
- The soil pipes from water closets, urinals and similar appliances discharged directly to the drainage system (e.g. septic tank). Thorough ventilation was maintained by an extensive pipe-work of additional branch and main ventilation pipes. |
| |
- The waste pipes from ablutionary and culinary appliances were conveyed to the drainage systems directly or through a trapped gully, where desired. In these pipelines also the ventilation was maintained by an extensive pipework of additional branch and main ventilation pipes. |
|
As mentioned earlier, in view of modernization and consideration of economy this Two-Pipe System is not now applied in new buildings. |
DIAGRAM OF TWO-PIPE SYSTEM
Main Soil Pipe (M.S.P.): A pipe connecting one or more branch soil pipes to the drain.
Main Waste Pipe (M.W.P.): A pipe connecting one or more branch waste pipes to the drain.
Main Soil Waste Pipe (M.S.W.P.): A pipe connecting one or more branch soil waste pipes to the drain.
Branch Soil Pipe (B.S.P.): A pipe connecting waste appliances to the main soil pipe, (stack).
Branch Waste Pipe (B.W.P.): A pipe connecting waste appliances to the main waste pipe, (stack)
Branch Soil Waste Pipe (B.S.W.P.): A pipe connecting soil and/or waste appliances to the main soil waste pipe (stack).
2.400 DRAINAGE REQUIREMENTS FOR BUILDINGS
Principles of system
Figure
Notes:
- Rain water drains may only be connected to combined or single sewer systems in which the sewer pipe is designed to take both sewage and rain water.
- Rain water drains must be properly trapped before entry into soil drainage system (town sewer).
- Written permission must first be obtained from the concerned government authorities befor rainwater drains can be connected to the sewerage systems.
3.100 |
WASTE WATER | |
|
(WA) - General term for all types of waste water. |
|
3.110 |
Waste Water Clear (WAC) - Waste water that can be led directly to the outfall ditch, e.g. led without any treatment to an open drain (river, lake, etc.) WAC includes: | |
| |
- Storm drain (WAC-R) (=Rainwater) |
| |
- Water from cooling tower (WAC-C) |
| |
- Waste water approved by the water and sewerage authority (WAC-A) |
| |
- Ground water approved by the water and sewerage authority (WAC-G) |
| |
- Treated waste water (WAC-T) |
| |
- Drainage water (WAC-D) |
3.120 |
Soil Water - Contaminated waste water which requires treatment, such as: | |
|
|
- Domestic waste water (Soil waste water = WAS-H) |
| |
- Heavily contaminated rain water (WAS-R) |
| |
- Pretreated industrial waste water (WAS-I) |
3.130 |
Industrial Drain - Water which needs treatment by specialized plants before being led into the main sewerage line. |
|
3.140 |
Drain - Any pipe which conveys discharges from sanitary appliances into a drainage system. | |
3.141 |
Building Drain - The building (house) drain is that part of the lowest horizontal piping of a drainage system which receives the discharge from soil, waste and other drainage pipes inside the walls of the building and conveys it to the building (house, sewer beginning outside the building wall. |
Figure
3.142 |
Building Sewer - The building (house) sewer is that part of the horizontal piping of a drainage system which extends from the end of the building drain and which receives the discharge of the building drain and conveys it to a public sewer, private sewer, individual sewage-disposal system, or other point of disposal. |
3.143 |
Soil Connections - Connections to the drainage system of water closets, urinals and similar appliances (which contains human or animal excreta, but not water with soap). |
3.144 |
Waste Connections - Connections to the drainage system of wash basins, bath tubs, shower trays, bidets, kitchen sinks and similar appliances (which does not contain excreta, but probably contains soapy water). |
3,145 |
Soil and Waste Water Pipelines (Combination Drain) - A pipe which conveys to a drain the discharges from a water closet or urinal as well as the discharges from baths, wash basins, sinks and similar appliances. |
3.146 |
Divided Drains - Pipes which convey discharges in separate pipes to the drainage systems: one system for the soil connections and the other system for the waste connections. |
3.150 |
Soil and/or Waste Water Accumulation - Discharge of water quantity. |
3.151 |
S-Value (Soil and Waste Water Flow Value - SV, also called fixture unit) - Calculated value of nominal soil and/or waste water flow rate of any drainage appliance per unit time through proper waste outlet. The basic outlet unit 1 SV corresponds with the discharge in time unit of 1 liter/sec. |
3.152 |
Volume flow rate (loading) - Soil and/or waste water accumulation per unit time: |
|
- Vs |
Volume flow) of several drainage appliances |
|
- Vr |
Flow rate per unit time of rain water. |
|
- Vm |
Flow rate per unit time of mixed soil and/or waste water with rain water (inground pipes only). |
3.153 |
Loading Capacity - Permissible load in (l/s) of a pipelines, drainage appliance or drainage system. |
3.154 |
Inside Diameter (i.d.) - Inside diameter of round pipes. |
3.155 |
Width of pipe - Nominal inside (light) diameter of round pipes, i.e. bore. |
3.156 |
Soffit - The highest portion of the interior of a sewer pipe at any cross section. |
3.157 |
Invert - The lowest point of the interior of a sewer or rain pipe at any cross section. In a manhole chamber, the channel in the floor of the chamber which carries the flow of sewage through the manhole. |
3.160 |
Ground pipeline - Horizontal installed pipeline for intake of a soil and waste water (building drain) below floor level or below basement. |
3.161 |
Collector pipe - Horizontal, openly installed pipeline for intake of soil and/or waste water from leaders, branch and connector pipelines. |
3.162 |
Leader - Vertical pipeline (eventually with loop), leading through one or several storeys, ventilated over roofing and led into a ground pipeline or into a collector pipeline. |
3.163 |
Stack - A main vertical discharge or ventilating pipe, extending more than one storey in height, and where all fixtures connected to it require a siphon. |
3.164 |
Connector pipe - Pipeline from an apparatus connector joint of a drainage appliance to a branch, leader (stack), collector or ground pipeline. |
3.165 |
Branch Pipeline - Joining pipeline of several connector pipelines to the leader, collector or ground pipeline. |
3.170 |
Fall line - Part of vertical distance of a connector or branch pipeline above 0.2 m. |
3.171 |
Tilt line - Part of distance of a connector or branch pipeline having more than 10 percent slope and above 0.2 m height. |
3.172 |
Offset - Installed vertical pipeline having a shifted axis, made of one fitting or of two bends up to 45°, which does not require any technical drainage measures. |
3.173 |
Loop - Horizontal connection of two parts of a leader up to max. 10 m length. |
3.174 |
Bypass - Side pipeline to the leader in the range of a loop with connection of drainage appliances which are connected below or above this leader. |
3.175 |
Special Fitting - Fitting which reduces the over-pressure or vacuum in a leader (required at extended heights). |
3.200 |
DRAINAGE APPLIANCES |
|
Collective term for all drainage places, i.e: Appliances which serve as containers for the intake of water after its use in domestic ranges, enterprises or industries and disposes this water as soil and/or waste water, (e.g: water closet, bath tub, inlet funnel, etc.). |
3.210 |
Sanitary Apparatus (Fixture), such as - Bath tubs, shower trays, wash basins, bidets, water closets, urinals, service sinks, sinks, kitchen sinks, domestic kitchen and wash-kitchen apparatus, etc. |
3.220 |
Special Sanitary Apparatus (Special Fixture), such as-commercial kitchen and washing-kitchen apparatus, laboratory and hydrotheraphy, etc. |
3.230 |
Drain funnels - Open conical inlet with drain outlet. |
3.240 |
Floor Drain Inlets - Appliances with drain outlets, without siphon, for collecting and draining of floor water. |
3.250 |
Rain Water Inlet - Appliances with drain outlet, without siphon, for collecting and draining of rain water. |
3.260 |
Floor Drains - Appliances with drain outlet and siphon for the collection and drainage of waste water inside buildings. |
3.270 |
Manhole (Inspection Chamber) - Any chamber constructed on a sewer pipe, with access for inspection, maintenance and clearance of obstruction. Used for both soil and waste waters. They are placed on branches to the main sewer pipe, at a change in grade, diameter, direction and in straight length at appropriate intervals. They are so located to provide access. Note: Manholes inside buildings are to be fitted with an airtight and removable cover. |
3.280 |
Siphon (Trap) - A fitting or part of an appliance or pipe which contains water to prevent the passage of air. An integral trap is one formed in an appliance during manufacture. An attached siphon is a separate fitting which is connected to the waste outlet of the appliance. |
3.281 |
Water Seal - The depth of water which should be removed from a fully charged siphon before air can pass through the siphon. |
3.282 |
Self-Siphonage - It is the action by which the wastes from individual appliances suck out their own seals at the end of their discharge. |
3.283 |
Induced Siphonage - The siphonage of a siphon due to the discharge of other appliances in the system. |
3.284 |
Back Pressure - Air or waste water from pipes being forced up through siphons. |
3.285 |
Back-Siphoning - Suction of used waters (e.g. from filled bath tubs) into the drinking water pipes. A situation which must absolutely be prevented through professional installations! |
3.300 |
SPECIAL ARRANGEMENTS |
3.310 |
Floor Trap - Small container with siphon (dive bend), with a inlet for waste water and the exit connected to the drainage pipe, by which heavy particals remain in the trap. |
3.320 |
Sludge Trap - Appliance with a cover perforated with holes (above 150 cm2 with slots) and having a sludge sack, which receives incoming waste water, separates the heavy particals and solid matter, then leads the waste water into the drainage pipes. As of local regulations it requires a dive bend (or a dividing wall), which can be removed for cleaning purposes. |
3.330 |
Silt Trap - Container or appliance without siphon, which receives incoming waste water. Heavy particals, (sand, gravel, etc.) are retained and waste water is led to an arrestor (separator). |
3.340 |
Arrester (Separator) - Appliance with siphon (dive bend, dividing wall), which separates and retains from waste waters matters such as mineral oils, greases, per-chloride-ethylene, etc. |
3.350 |
Drainage Pump (for Sewer) - Arrangement for lifting of waste water. |
3.360 |
Back-flow Prevention - Arrangement which should prevent a possible back-flow from the canalization into rooms. |
3.400 |
VENTILATION PIPES |
3.410 |
Vent Pipes - Pipelines which serve for the circulation of air, but do not dispose of any waste water. |
3.420 |
Stack Vent (Main Ventilating Pipe) - Continuation of a leader, without reduction of the inner diameter. It is the primary vent, beginning from the top-most inlet and passing above roof level. |
3.430 |
Connector Vent - Ventilation of a connector pipeline. |
3.440 |
Branch Vent - Ventilation of a branch pipeline. |
3.450 |
Pit Vent - (Drain Ventilating Pipe - D.V.P.) A pipe installed to provide flow of air to or from a pit (e.g: pump sump, arrestor, etc.) which is extended to above roof level or fitted into a leader. |
3.460 |
End Vent - Ventilation of a ground or collector pipeline above roof level or into a leader. |
3.470 |
Collector Vent - Collector pipeline of two or several vertical pipe vents or side (branch) vents. |
3.500 |
VENTILATION SYSTEMS |
3.510 |
Stack Vent (Leader Vent) - Is the main vent system, having the same diameter as the stack. |
|
|
3.520 |
Direct Side Vent System - Parallel to the stack (leader) lead vent pipe, which is connected on each floor with the stack. |
|
|
3.530 |
Indirect Side Vent System - Parallel to the leader (stack) lead vent pipe, which in each floor is connected with a branch pipeline to the leader. |
|
|
3.540 |
Secondary Vent System (modified One-Pipe System) - Ventilation of single connector pipelines with a side vent leading above the roof or connected to a leader at a minimum of 0.1 m above top-most apparatus. |
|
|
4.100 |
HYGIENE AND FUNCTION | |
|
The buildings are to be fitted with drainage installations which should follow these guidelines in view of hygiene and function. |
|
|
The waste waters have to flow as fast as possible into the plot's sewerage system without leaving sediments in the pipelines (i.e. to be self-cleaning). | |
4.200 |
SAFETY | |
|
The drainage system has to be planned and to be installed so that the following conditions are fulfilled: | |
| |
- Resistant to domestic soil and waste waters and gases |
|
|
- To absorb the soil waste waters |
|
Protection provided against: | |
| |
- Exit of any soil and waste waters and gases |
| |
- Mechanical influences of all kinds |
| |
- Outside influences of temperatures |
| |
- Back-flow |
|
|
- Corrosion and erosion |
4.300 |
NOISE CONTROL | |
|
Drainage installations are to be collected and reasonably fitted in those rooms where normally no noise control is required, (e.g: bathrooms, kitchens, etc.). | |
4.400 |
PROHIBITION OF DIRECT CONNECTION WITH THE WASTE WATER PIPELINE | |
|
Drinking water (and overflows and drainages of containers and appliances, which are fed from a drinking water pipeline) must never be connected directly to the drainage pipes, (prevention of back-siphoning)! | |
4.500 |
SEPARATION OF RAIN WATER AND WASTE WATERS | |
|
Rainwater and soil/or waste waters have to be drained separately, and (if permitted) may only be joined outside the building into the ground pipeline. | |
4.600 |
CHEMICALLY LOADED WASTE WATER | |
|
Chemically loaded waste waters are to. be led separately to a pre-processing plant. | |
|
Waste waters require a special pre-processing plant, especially when they contain: | |
| |
a) Floating matter and heavy sediments; |
| |
b) Oils and greases in large quantities or on demand of the concerned authorities; |
|
|
c) Strong poisons; |
| |
d) Acids |
|
|
e) Strong alkalinous reacting substances |
| |
f) Radiation exposure |
|
The damaging effects of these substances are opposed by means of: | |
| |
a) Silt traps, filters or sieve plants |
| |
b) Oil or grease arrestors |
| |
c) Detoxication |
| |
d &e) Neutralization |
| |
f) Decontamination plants |
| |
- Processing plants are to be established and to be operated according to the Government's laws. |
| |
- The achievement of determined limiting values by means of dilution is prohibited. |
4.700 |
SECURING OF AERATION AND VENTILATION | |
|
Sewerage plants are to be constructed so that the air can circulate, also during the drainage of waste waters. | |
4.800 |
MAINTAINING OF FLOW SECTION | |
|
Soil and/or waste water pipes are not to be reduced in their sections in the direction of drainage. | |
4.900 |
CLEANING | |
|
The cleaning of drainage systems is to be secured by means of relevant cleaning openings (clean out, cleaning eye, manhole, etc.) | |
4.910 |
Siphon (Traps) - The entry of foul air to the building should be prevented by suitable siphons, properly sited. Each drainage appliance is to be fitted with such a siphon, which needs to be installed at the place of the outflow of water, e.g. waste coupling. Out of use drainage appliances are to be removed and the apparatus connector pipeline must be closed tightly by professional skills. | |
4.920 |
Back-flow - Where a back-flow from the public canalization is to be expected, an overflowing of endangered basement rooms is to be avoided by means of a suitable precaution (e.g. pump). The level of the back-flow is to be asked from the concerned authorities. | |
4.930 |
Gravity flow - All drainage appliances situated above the back-flow level are to be drained directly through gravity flow. |
|
4.940 |
Drainage of rainwater (storm water) - Roofs, balconies and other building annexes are to be drained by means of rain gutters, roof drains and through leaders, provided they are projecting over accessible surfaces (walk ways, forward squares, side walks, etc.). |
5.100 |
PIPES, FITTINGS AND CONNECTOR PIECES | |
5.110 |
Choice of material - The choice of suitable materials (e.g. reinforced cement, cast-iron or plastic pipes and steel with corrosion protection), is dependent on the range of application, the local conditions and the loading factors. | |
5.120 |
Tightness - All pipes and joints in pipework and connector pieces to appliances should be made in such a manner as to be air-tight and water-tight and to remain so during use. Care should be taken to ensure that no jointing material may enter the pipe. Some flexibility is desirable where there is a possibility of movement between the pipes or between the pipes and the appliances. | |
|
They have to withstand the following pressures within the surrounding temperatures: | |
|
|
- Accessible, open fitted connections of waste water appliances and apparatus connectors 0 up to 0.1 bar (0 up to 1 m water column). |
|
|
- All other connections and soil and waste water pipelines 0 up to 3 bar (0 up to 30 m water column). |
5.130 |
Mechanical stress and resistance - All soil and waste water pipelines and their parts have to be of proven quality in order to remain stable, hit proof, shock resistant, abrasive and scratch resistant and corrosion resistant. | |
|
The surface condition of the pipes, fittings and connectors must not favour blockages. | |
5.140 |
Cleaning devices - All apparatus and pipelines shall be easily cleaned and shall resist normal commercially used cleaning devices. | |
5.150 |
Temperature resistance - Waste water pipelines and their parts have to resist changes of temperature. Appropriate measures are to be taken, where required, to safeguard stability (e.g. expansion joints, halved shells under horizontally placed plastic pipes). | |
5.170 |
Installation - The connection of pipes and fittings, and all appliances (apparatus) must be easily made and be safe. | |
5.180 |
Colour - Non-transparent materials are to be utilized. Non-compatibility with specific coatings (paints) have to be indicated. | |
5.200 |
Water proofing compound for connections |
|
5.210 |
Requirements for compounds - Materials for connections of pipes, fittings and apparatus must correspond, with regard to mechanical, chemical and thermal resistance, to the same requirements as for the materials of pipes. | |
|
They must not endanger the functioning of the connections. |
6.100 |
PRINCIPLE | ||
|
To each water tap in buildings there belongs a drainage appliance (Exception: fire fighting equipment). | ||
6.200 |
DISCHARGE VALUE | ||
|
The discharge value of soil and/or waste water of any drainage appliance depends on its function. | ||
6.300 |
OVERFLOW | ||
|
Drainage appliances having outlets with stoppers (e.g. washbasins, kitchen sinks, bath tubs, etc.) require an overflow. |
||
6.400 |
BACK FLOW PREVENTION | ||
|
Drainage appliances have to be above the level of back-flow or are to be secured against exit of waste water by means of appropriate measures. | ||
6.500 |
PREVENTION OF EXIT OF GASES | ||
6.510 |
Siphon drainage appliance - Each drainage appliance (with exception of inlets, e.g. drain inlets) has to be fitted with a siphon to prevent the exit of gases. This siphon can be an integral part of an appliance or be directly attached to the outlet of the appliance. The pipe bore should be uniform throughout and have a smooth surface. | ||
|
| ||
6.520 |
Siphon rainwater - Rainwater pipelines, from which disturbing odours may occur, are to be fitted with a siphon, fitted in a frost-secured place. | ||
6.600 |
REQUIREMENTS OF SIPHONS (traps) | ||
6.610 |
Water Seal - The siphon prevents the exit of gases by means of it's water seal. | ||
|
| ||
|
h = |
height of water seal (odour lockage) | |
| |
for water closets, min. 50 mm | |
| |
for all other siphons, min. 70 mm | |
|
S = |
level of water seal | |
|
SL = |
(partial) loss of water seal (e.g. trough siphonage) | |
6.620 |
Self-cleansing - Siphons should always be of a self-cleansing pattern, by means of the discharged waste and/or soil water. | ||
|
Anyhow, a cleaning opening must be provided. | ||
6.630 |
Placement of siphon - Siphons for use in domestic waste installations and all other siphons should be accessible. A siphon has to be directly attached to the outlet of the appliance, or to be an integral part of the appliance (e.g. water closets). | ||
6.640 |
Removable connection - Where openly fitted, such a siphon has to be easily fitted and removed. | ||
6.650 |
Concealed siphons - The construction and fitting of siphons must guarantee an easy removal of parts of the siphon and therefore enable easy access to the connector pipeline. | ||
|
Where the siphon is an integral part of the appliance, the connector pipeline has to be accessible through either easy removal of the drainage apppliance (closet, urinal, etc.), or by means of reasonably placed cleaning openings. The cleaning opening has to be adjacent to the siphon or be directly part of it (e.g. floor drain with siphon). | ||
|
Where the siphon is concealed in the building construction, with the exception of shower tray and bathtub, the possibility for cleaning is to be secured by means of a manhole or a cleaning opening. | ||
6.660 |
Guarantee of water level - To maintain the minimal required water level at each siphon, a permanent guarantee has to be provided by appropriate means. | ||
6.670 |
Water replacement - Closets and urinals with self-siphoning flushing systems have to be fitted with a device which replaces the water in the siphon automatically after each flushing. | ||
6.680 |
Mechanical odour barriers and aeration valves - both are prohibited for installation in domestic waste systems. | ||
6.700 |
Prohibition of direct connection with soil and/or waste water pipelines - Appliances, refrigerators, refrigerator plants, fish cabinets, food cabinets and other containers for food may only be connected to the soil and/or waste water pipeline by means of a inlet funnel. This same is also valid for drains of safety valves and other devices of the drinking water system. | ||
|
| ||
| |
gap to be of min. 2 cm, or of same diameter as inlet. |
|
6.800 |
PROTECTION AGAINST POLLUTION OF PIPELINES |
||
6.810 |
Protection from solid matter - no solid matter, such as sand, garbage, textiles, vegetable wastes, etc., may be fed into a drainage system. | ||
6.820 |
Protection from gross pollution - The outlet of a drainage appliance has to be constructed in such a way that no blocking solid matter may reach the siphon. The fitting of a kitchen waste chopper is prohibited. | ||
6.830 |
Closet arrangements - They have to be fitted with flushing cisterns, in order to guarantee the self-cleansing of the soil water system. |
7.100 |
PRINCIPLES FOR PLANNING | ||
|
For planning and execution of building drains (domestic house drainage system) the following marginal requirements are valid. The drainage of premises is as of separate, governmental rule. | ||
7.110 |
Method of connection - Each plot shall be drained separately and led into the canalization by the shortest way and without using the neighbour's plot. | ||
|
Where the above is not feasible or not appropriate the drainage of several buildings can be realized by means of a collecting or ground pipe, provided the approval of the concerned government authority has been given. | ||
|
Where the approval of the authority has been given for such cases of joint sewerage pipes it is suggested that the legality be secured by entering the agreement into the land regisstery. | ||
7.120 |
Later extension - Where plots are only partially covered with buildings, attention is required that at extension stages the sewer can also be drained by gravity flow. | ||
7.130 |
Direct drainage in public waters - where premises are situated near public waters the tendency should be for their direct connection to these waters, provided the authorities give their require approval. | ||
7.140 |
Seepage water - Seepage water shall, if possible, be led to the outfall ditch or in any possible way to the ground water. |
||
7.150 |
Slope or ground water - Slope or ground water may only be connected into the canalization where permission of the concerned authorities has been granted. | ||
7.160 |
Seepage of stormwater - where soil conditions are acceptable, a seepage of rainwater can be led directly to the underground, provided permission has been given. | ||
7.200 |
PRINCIPLES FOR THE LAYING OF PIPES | ||
7.210 |
Change of direction - Pipe connections may not be utilized for change of direction. | ||
7.220 |
Reducer fittings - Centric reducers are permissible for connector pipes and branch pipelines, as well as for vertical pipelines (e.g. stacks). | ||
|
For collector and ground pipelines, as well as in loops, the various diameters may preferably be connected by means of excentric reducers and at parting alignment. | ||
|
| ||
7.230 |
Manhole/Inspection Chamber - At each exit of pipes from the house to the pipeline fixed in the ground, there should be a inspection opening, preferably a manhole or a clean out (i.e. branch with tight cover). | ||
|
On collecting pipes accessible clean outs are required at: | ||
| |
- exit of buildings | |
| |
- at straight lines after each 40 meters length |
|
| |
- change of direction | |
|
| ||
7.300 |
BUILDING SEWER - as of special governmental rules. | ||
7.400 |
HORIZONTAL PIPELINES (Ground pipelines). | ||
7.410 |
Principles - All drains and private sewers have to be of sufficient strength and must be bedded and supported so as not to be damaged by the maximum loads to which they may be subjected. They must be constructed of materials of adequate durability in relation to matter being carried by the drain in relation to the ground and subsoil water outside. Joints must be formed in materials appropriate to the drain itself and in such a way that they remain watertight in all working conditions, including any differential movement that may occur between the pipe and the ground or the structure under which it passes. Joints must not form any obstruction in the interior of the drain. | ||
7.420 |
Design of pipelines - Drains must be laid in a straight line between points where changes of direction occur. Horizontal pipelines shall be fitted in parallel to the walls of the buildings. The drains have to be of such size and gradient (slope) as to ensure that they are self cleaning and can carry the maximum volume of matter which can be discharged. | ||
7.430 |
Sizes - The size and method of construction for pipes which carry soil and waste water, including their ventilation system, must be appropriate to their function. In the direction of flow, pipes are to be of the same or larger diameters, and must not be reduced. | ||
7.431 |
Minimal diameter - For ground pipelines the internal diameter at any point must not be less than the outlet diameter of any appliance, pipe or drain discharging its contents through it, and in any case should never be less than 100 mm i.d. | ||
7.440 |
Water seals - Provision has to be made in the system to ensure that in normal working conditions the water seal in any siphon (trap) in the system is maintained. | ||
7.450 |
Ventilation - Each house connected to a drainage system requires at least one main ventilation of not less than 100 mm 0 (whether connected to a septic tank or to the canalization mains). | ||
7.460 |
Means of access - All drains and private sewers shall have such means of access as may be necessary for inspection and cleaning, as indicated below. Inspection chambers etc., may be of brickwork, concrete or other suitable materials so as to properly sustain any loads imposed, to exclude subsoil water, and to remain water tight. | ||
|
| ||
7.470 |
Manholes/outside buildings - at every change of alignment, gradient or diameter of drain, there shall be a manhole or inspection chamber. Bends and junctions in the drains shall be grouped together in manholes as far as possible. The maximum spacing of manholes in any ground pipelines, for diameters up to 300 mm, may not exceed 40 m. | ||
7.471 |
Sizes of manholes - Chambers shall be of such size as will allow necessary examination or clearance of drains. Size of manholes shall be adjusted to take into account any increase in the number of entries to the manhole. The minimal internal sizes of chambers (between brick faces) shall be as follows: | ||
| |
a) for depth of 1 m or less 0.8 x 0.8 m | |
| |
b) for depths between 1 m and 1.5 m 1.2 x 0.9 m |
|
|
In adopting the above sizes of chambers, it should be ensured that these sizes accord with full or half bricks and with standard thickness of mortar joints so as to avoid wasteful cutting of bricks. | ||
7.473 |
Manholes/Inside buildings - Inspection chambers on drains (= manhole on sewers) inside buildings are to comply with the following construction requirements: | ||
|
|
a) to be fitted with cover having an airtight seal, fixed down with bolts of non-corrodible material. The chamber is to be watertight under the maximum pressure which could be created by a blockage at a point below the chamber, or | |
| |
b) contain a drain equipped with fittings having water-tight inspection covers. | |
7.474 |
Sample of a manhole, inside building: |
Figure
NOTE THAT CHAMBER SHOULD BE OF ADEQUATE SIZE TO PERMIT READY ACCESS TO DRAINS FOR CLEANING AND RODDING
COVERSIZE |
DEPTH |
60x60 CM |
60 CM |
80x80 CM |
80 CM |
80x80 CM OR 100x100 |
100 CM |
7.475 |
Separate Manholes - For drainages with divided systems joint manholes for any kind of waste waters are not permissible, except where passages are fully enclosed and incorporate approved cleaning openings. |
7.510 |
Slopes of pipelines - Horizontal pipelines shall be fitted with an even slope gradient. The optimal slope for soil and/or waste water pipes is 3%. The acceptable minimal slopes are shown in the following table. |
Minimal slope |
in % | |
Storm sewer |
1 | |
Soil/waste water drainage | | |
Ground pipelines and collecting pipes |
2 | |
|
- up to i.d. 200 mm | |
|
- above i.d. 250 mm |
1.5 |
Branch- and connecting pipelines |
2 | |
Vent pipes |
1 |
7.520 |
Connections to collection and ground pipelines | |
|
|
- Connections to the collecting pipes have to be made with a fitting of up to 60° (e.g. open installation on ceilings). |
| |
- Connections to the ground pipeline have to be made with a fitting of up to 45°. |
|
|
- As a rule the connection in ground pipelines and collector pipes must be made in the upper half of the pipe (e.g. above horizontal axis). |
|
| |
|
| |
7.521 |
Change of direction - Ground pipelines and collecting pipes shall be fitted with bends up to 45°. | |
7.522 |
Example of 90 degree change of direction |
|
|
| |
7.530 |
Trenches for drains - Where trenches for drains are constructed adjacent to the foundations of a building, precautions must be taken to ensure that the drainage trench in no way impairs the stability of the building. Therefore sufficient distance from the building foundation to the sewer pipes and trenches is required. | |
7.531 |
Trenches for drains near a building | |
|
| |
| |
trenches filled with concrete to levels shown, expansion joints at spacing not excedding 9 m centres along trench. |
7.540 |
Drains passing through outer walls - Where a drain passes through a wall (including the wall of an inspection chamber or septic tank) precautions must be taken to prevent damage or loss of watertightness by differential movement. This also applies if a drain passes under any other structure which may exert stress. Note: Where within the range of the ground-water table, a watertight passage is indispensible. | |
7.550 |
Inlets to drain - Inlets to ground pipelines and collector lines are to be made as indicated below. | |
|
| |
7.560 |
Series of rainwater pipes - Collected, with siphon and with connection to sewer, as indicated below. | |
|
| |
7.570 |
Waste connection to gully - In divided drainage systems, where waste waters are discharged separately from soil waters, there exists the possiblity of joined drainages by use of a gully. Such waste water pipes in a building can be taken through an external wall of the building by the shortest practicable line, and shall discharge below the grating or surface box of the chamber but above the grating of a properly trapped gully. The waste pipes shall be brought to the gulley without any reduction in diameter. A straight pipeline with few bends is preferable. |
|
|
| |
|
Note: The outlet of a gulley (floor drain with siphon) may be led into a soil and/or waste water sewer system. | |
7.580 |
Connections of appliances into horizontal pipelines near to (vertical) stacks - Where stacks are over 10 m in height, connections of appliances for drainage are to be inserted into collector or ground pipeline no closer than 1.5 m from the vertical stack. | |
|
| |
7.590 |
Septic Tank design - The principal factors to be considered in deciding on the capacity of a septic tank are the average daily flow of sewage, the rentention period and adequate sludge storage to suit the frequency of cleaning (desludging). | |
7.591 |
It is important that the tank capacity be sufficient to permit reasonably long periods of trouble-free service and prevent frequent progressive damage to the effluent absorbtion systems due to discharge of sludge by overloaded tanks. | |
7.592 |
Depending on local circumstances preferred methods of disposal of septic tank effluent are: | |
|
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a) by dilution, if there is adequate flow in the receiving watercourse, |
| |
b) by a soakpit, if the ground is sufficiently porous and the water table is sufficient low, |
|
|
c) by sub-surface irrigation where the ground is less porous, |
|
|
d) by surface irrigation over a grass plot where ground conditions are unsuitable for sub-soil irrigation. An area of about 1 m2 per person is required, or |
| |
e) by evapo-transpiration up to 100 m2 per person may be required where the ground is of heavy clay. |
|
In connection with (c) above, the WHO publication Excreta Disposal for Rural Areas and Small Communities sets out the percolation test procedure and, based on the results, the size and minimum spacing requirements for disposal trenches. | |
7.593 |
Note: In principle septic tank designs are to be provided by civil engineers/architects, as they are not part of sanitary building installations. | |
7.594 |
Example of a septic tank design | |
|
| |
7.595 |
Kitchen connections - In certain cases it might be advisable to have a simple grease arrestor fitted near to the kitchen sink (e.g. covered gully). This helps to avoid blockages in the drainage pipe, leading from the house to the mains or to the septic tank. | |
7.600 |
LEADERS (Stacks) | |
7.610 |
Principles - drainage pipes, such as leaders, branch and connector pipelines, etc., shall be situated inside the building. If this is not possible then they can be situated outside the building, provided easy access is maintained after completion of construction works. | |
7.611 |
Leaders (Stacks) - shall have the approved diameter and be continued upwards without any reduction in diameter, without any bends or angle being formed (except where this is unavoidable), to such a height and position as to afford by means of the open end a safe outlet for foul air. | |
7.612 |
Layout of pipes - Pipe work and appliances should be so arranged as to allow close grouping of connections preferably with the water closet near to the leader. | |
7.613 |
Siphon - All appliances directly connected to leaders (stacks) are to be fitted with a siphon. | |
7.614 |
Placing of pipes - Pipes should be placed, fixed and jointed so as to avoid risk of damage through variations in temperature. Unless suitable precautions are taken, the jointing of pipes exposed to unduly high temperatures may become unsatisfactory. Small drainage pipes are particularly liable to damage caused by the freezing of water from a leaking tap in places where freezing normally occurs. | |
7.615 |
Access - Sufficient provision should be made for access to all pipework. The embedding of joints in walls should be avoided as far as possible. Pipes should remain readily accessible for the complete height of the building both during erection and after completion for maintenance works. Where fitted inside the house and in shafts access must be possible from each floor. Where fitted on to the outside wall, permanent platforms are to be provided for access. | |
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| |
| |
It is recommended that leaders and branch and connector pipelines remain accessible, where possible, and are not concealed in masonry (to be fitted in shafts, ducts, etc.). |
7.616 |
Clean out - At the footing of each leader and at easily accessible sites, installation of lockable, airtight gastight clean outs is required. This is in order to secure cleaning of these pipelines. However, they may not be situated in living rooms, and if possible also not in workshops. | |
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Note: clean-out's to be the same dimension as the horizontal ground pipeline (min. 100 mm i.d.): reduction only above the clean out. |
7.617 |
Change of direction - The transition of the leaders into the horizontal pipeline or into a loop, and the transition of the horizontal pipeline into the leader is to be made with two bends of between 30° and 60° (max.) and with a straight piece of pipe between (M ³ 2d). | |
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7.618 |
Offset - To shift the fall line of leaders up to 1 m distance offset bends with pointed edges from 15° up to 45° shall be utilized. | |
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| |
7.620 |
Loops - Where loops of leaders are unavoidable the influence on the drainage function shall be compensated by appropriate measures. | |
7.621 |
Loop with bypass - Where the leaders have a height of over 10 m the drainage appliances in the storey above the loop have to be connected to a bypass. Where there are no drainage appliances in the storey above the loop, a vent pipe shall be made. | |
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| |
7.622 |
Connections of bypass loop to stack - The connections to the stack must be made at least 2 m above and 1 m below the stack loop. Connections must be made using fittings having angles of between 45° (min.). and 60° (max.), as shown above. | |
7.623 |
Dimensioning of loop pipes - The diameter has at least to correspond to the connected S-values. The loop can be made one dimension smaller than the corresponding leader. | |
7.624 |
Loop without bypass - No stalk bypass is required where the height of the leader between the top-most inlet and loop is less than 10 m. In such a case there may be no insertion of a connector or branch line into the leader within 1 m either side of the loop bend. | |
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| | |
7.630 |
Connection of appliances into horizontal pipelines near to vertical stacks - Where leaders are less than 10 m in height (Height between the top-most inlet and the collection pipe or ground pipeline) no apparatus may be connected within 1 m either side of the easy bend (as shown above) | |
7.640 |
Pipe fixings - All drainage pipes need to be securly fasted to the building structure in order to remain in their proper place and not to change shape or direction (e.g. plastic pipes). A proper, open installation has pipes fixed approx. 5 cm clear of the finsihed surface of the wall by means of suitable clamps. | |
7.641 |
Brackets/Clamps - Pipe clamps are to be appropriately designed so as to withstand applied loads. They are to be coated to resist corrosion. | |
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Note that branches from leaders are not to be regarded as fixings, since such clamping could harm the branch fittings (especially on plastic pipes) and therefore clamps are still required. There are principally two types of brackets: | |
| |
a) Guide bracket and hangers: they serve as pipe guides and enable contraction and expansion in the desired directions. |
| |
b) Anchor bracket: A strong bracket fitted firmly to the building structure and the pipe. It serves to hold the pipes and to resist possible movement of pipes (i.e. fixpoint). All sockets normally should be secured with such a strong bracket. |
7.642 |
Number of brackets - Leaders shall be secured with a minimum of two brackets in each floor. One anchor bracket just below the socket, and one guide bracket at the middle point. | |
7.700 |
BRANCH AND CONNECTOR PIPELINES | |
7.710 |
Principles - The pipework in branch and connector pipes should always be arranged to allow free drainage of the system. Connections to main or branch pipes should be so arranged as to prevent cross flow from one appliance to another. | |
|
Self-siphonage of traps through drainage in the branch and/or connector pipeline shall be avoided by means of the following installation technologies. | |
7.720 |
Horizontal Connection - The appliances should be grouped as closely as possible round the main stack so as to keep the branch and/or connector pipes short and reduce noise. | |
7.721 |
Gradual slope - Pipes should have a gradual and continuous slope in the direction of flow. | |
7.722 |
Minimal distance - In order to prevent siphonage, the distance of the leader's fall line and the angle of the next 88.5° bend may not be less than 0.25 m. | |
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| |
| |
Note: A direct horizontal connection between the siphon exit and leader is prohibited. |
7.723 |
Minimal slope of connector- and branch pipelines - The minimal slope has to be equal to the measurement of the internal diameter of the connector or branch pipeline, as shown below. | |
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| |
7.730 |
Branches from the leader - The branch of a horizontal connector pipeline from the leader has to be made at an angle of between 87° and 88.5°. In the case of a connector pipeline with secondary ventilation the connection to a leader can be between 45° and 88.5°. | |
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| |
7.731 |
Connector tilt-line -. Single devices for drainage can be connected to a leader with a straight tilt-line of between 45° and 60° (max.). | |
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| |
7.732 |
Adapters and connections - The adapter to a connector on to a branch pipeline or collector pipe, has to be made with a fitting of up to 60°. | |
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| |
7.740 |
Cross flow - The insertion of a connector pipeline into a leader has to be made so that no disturbing cross-flow may occur into another connector pipeline. The following shows some examples of this. |
1 |
4 |
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2 |
5 |
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3 |
6 |
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7.741 |
Opposite drainage appliances - Connector pipelines of opposite, equally loaded drainage appliances may be joined by the use of permitted special fittings, provided they are located in the same appartment or where it is possible to have a round-the-clock access to the drainage appliances (e.g. in hotels, schools, etc.). Opposite WC-arrangements are to be connected vertically. |
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|
7.742 |
Dimensioning - Branch and connector pipelines of max. 4 m effective length, having max. 1 fall line or tilt line in a branch pipeline of max. 1.5 m in height are to be dimensioned according the table: Branch and connector pipelines without vent. (Fig. 13.420) |
7.743 |
Increased loadings with secondary vent - Where the above conditions may not be realized, a branch- or connector pipeline can be ventilated at it's end. Such pipes with secondary vent, pipes may have increased loadings, as of table: Branch and connector pipelines with ventilation. (Fig. 13.430) |
7.760 |
Principle of installation for connector and branch pipelines - Variant 1: The connector pipeline with an effective length of up to 4 meters, may have only one tilt-line or fall line up to max 1.5 m measured after the elbow of the apparatus connector. The dimensioning follows the table: SV-values (13.300) |
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Variant 2: The connector or branch pipeline of the SV-groups o.5 and 1.0, with an effective length of between 4 and 8 meters, may have only one fall line or one tilt-line of up to 1.5 m if adjacent to the elbow of the apparatus connector, provided the diameter of the pipeline is made larger by one dimension as in table: SV-values, Fig. 13.300 (i.e. to increase indicated SV-values by one dimension). |
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|
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Variant 3: The connector or branch pipeline, with an effective length of up to 4 meters and with one or several tilt-lines or fall lines within 4 meters, has to be made one dimension larger as indicated in table: SV-value (= increase indicated diameter of table by one dimension), except for WC |
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|
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Variant 4: All other connector or branch pipelines are to be made with a connector or branch vent, as mentioned in table: SV-values. |
7.770 |
Branch pipeline with ventilation - Stacks normally require a ventilation pipe to be of the same dimension as the stack. Provided there is at least one ventilation pipe of 100 mm 0 within the house installation, the following exception for reduced ventilation is applicable. |
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|
|
Both of the drainage appliances closet and service sink or wash basin fitted in the first floor may be connected as a joint pipeline to a ventilated collector pipeline or ground pipeline. The dimension of the corresponding vent pipe above roof level may be reduced to i.d. 50 mm. |
8.100 |
PRINCIPLE | |
|
All apparatus must be fixed securly to the building structure. They have to withstand the loads of the appliance itself as well as additional load (e.g. wall water closets and person; washbasin with children on it, etc.) Ceramic items are to be fitted on finished walls or finished floors, with screws, in order to enable easy removal and replacement when required. | |
8.110 |
Apparatus connections - All connected apparatus shall always be easy removeable and accessible for maintenance. This can be through the fixing with back-nuts (raccords), for water closets, resp. Ceramic connections with a rubber-ring seal or ropes with putty (mastic). No cement shall be used, as the whole apparatus might be damaged if it has to be removed at later stage. | |
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| |
8.200 |
WASTE COUPLING AND SIPHON | |
|
The waste outlet and siphon of a sanitary apparatus can consist of the following parts: | |
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| |
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| |
8.210 |
Outlet of apparatus - Removeable or fixed connection on outlet for the connection of the drainage appliance with the siphon or with the connector line respectively. | |
8.211 |
Waste coupling - Removable (flanged) or fixed projection at outlet for the connection of the drainage appliance with the siphon or the connector pipeline respectively. | |
8.212 |
Stopper - for the watertight closing of the waste outlet, such as: | |
| |
a) Standpipe (for kitchen sinks) |
| |
b) plug (rubber, with chain) |
| |
c) mechanical pop-up stopper (washbasin) |
8.220 |
Overflow outlet - Device which when outlet closed, prevents an overflowing of the drainage appliance up to the maximal permitted inlet volume. | |
8.230 |
Siphon (Traps) - A siphon is a device which prevents the exit of gases from soil and/or waste water pipelines, canals and of septic tanks. | |
8.231 |
Siphon inlet - Connector piece between outlet of drainage appliance and of siphon. | |
8.232 |
Siphon exit - Connector piece from siphon to connector pipeline. | |
8.233 |
Apparatus Connector Joint- Connector between siphon exit and connector pipeline with collar, ring seal socket, H-nipple, siphon, joint socket, etc. | |
8.234 |
Cleaning of siphons - Siphons should always be of a self-cleansing pattern. They are to be situated so as to be conveniently accessible and provided with cleaning eyes, or other easy means of cleaning, e.g. removal of entire siphon. | |
8.235 |
Placement of siphons - Close to each appliance there must always be a siphon of adequate diameter and appropriate seal. A siphon which is not an integral part of an appliance should be directly attached to its outlet, and the pipe bore should be uniform throughout and have a smooth surface. | |
|
Note: In any situation (including where the appliance itself has a siphon) more than one siphon in the pipeline is not permissible. |
|
8.236 |
Single siphons - In certain conditions ranges of appliances need not have a separate siphon for each apparatus, for example: | |
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a) Single trap for range of basins | |
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| |
|
b) Range of lavatory basins or showers | |
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|
9.100 |
PRINCIPLES |
|
The main purposes of a drain-ventilating pipe are to prevent undue concentrations of foul air and to provide sufficient ventilation. Ventilation is required to avoid loss of water in a siphon seal caused by siphoning and to prevent admission of foul air to the building caused by back-pressure. Ventilation pipes have to be so installed that water cannot be retained in them. They should be fixed vertically, and whenever possible horizontal runs should be avoided. |
9.200 |
CORROSION RESISTANCE |
|
In principle the same requirements apply as for drainage pipes, however, more attention is required to corrosion resistance. Note: galv. sheet metal pipes are not permissible. |
9.300 |
MINIMAL REQUIREMENT |
|
A building requires at least one ventilation pipe, with a diameter of not less than 100 mm i.d. |
9.310 |
Leader/Stack vent - The upper end of a leader or stack is to be continued (with a pipe having the same diameter as the drainage pipe), to the open air above roof level. |
9.320 |
Branch and connector pipes - Normally sufficient ventilation is provided from the leader, However, where the installation is not within the range of the leader's ventilation, additional vent pipes (e.g. secondary vents) are to be installed to secure sufficient air flow. |
9.400 |
TERMINATION OF VENT PIPES |
|
The ventilation pipe has always to be taken above the level of the flat roof or of the eaves or terrace parapet, whichever is higher, or the top of any window. |
9.410 |
Flat roofs - Vents of leaders are to be fitted separately to a leader and to be of the same diameter as the leader, to a height of 0.3 m above roof level. In regions with heavy snowfalls the vent should be correspondingly higher. |
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|
9.420 |
End of vent pipes - Caps on vent pipes (vapour pipe) and end pieces with cross-sectional narrowing of diameter should not be fitted, since they may endanger the proper functioning of the drainage system. |
9.430 |
Layout - The vent pipes led to the outside and above the building have to be so arranged that there may be no occurance of odour annoyance. (Facades, windows, terraces, air conditioning plants, ventilations, etc.) |
9.500 |
DISTANCES |
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Vent pipes having an exit nearer than 2 m to a window of inhabited rooms, have to be led to a minimum of 0.1 m above the lintel. |
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In districts with mixed drainage systems, storm drains having inlets without siphons, require to have a distance of 2 m from windows of inhabited rooms. |
9.600 |
VENT LOOPS |
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Vent pipes require a minimum slope of 1%, for the drainage of the expected condensed water. |
10.100 |
PRINCIPLES |
|
The drainage of rainwater from roofs, terraces, etc., has to be according to the climatic conditions and must follow the rules of the building inspectorate. Spouts are to be applied only beyond walkways. Rain water drainage requires separate pipe-work for the entire building installation. Any possible joining with a drainage system are to be made outside the building only! |
10.200 |
LEADERS |
|
The rain water leader shall be situated outside the building, where possible, and shall be continued upwards without diminution of it's diameter to the roof outlet. Pipes are preferably to be in a vertical line, and except where it is unavoidable bends should be utilized. Changes of directions to be made with bends having larger radius, and approx. 15° up to 45° (no elbows!) |
10.300 |
TERRACES |
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Where terraces are connected to the drainage system, this must be made with a separate leader and with a siphoned device and situated in a frost-protected place. |
10.400 |
ACCESSIBLE ROOFS |
|
On accessible roofs (as for example Penthouses) the rain waterleader requires a siphon or mud trap (with siphon). Exception: Divided systems, i.e. rainwater drainage led into an outfall ditch. |
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10.500 |
ROOF SURFACES AT DIFFERENT LEVELS |
|
On buildings with roof surfaces at different levels it is suggested to design separate rain water leaders. Where this suggestion is not followed, the installation has to be made in such a way that no damage may occur due to back-flow. |
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10.600 |
OUTSIDE RAIN WATER LEADERS (=DOWNPIPES) |
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Are to be made of mechanical resistant (impact-strengthened) material up to a height of min. 1m, measured from above terrain level, and to have a sliding piece (for easy removal of downpipe when required). |
10.700 |
PROTECTION OF RAINWATER PIPES AT ROAD SIDES |
|
Rain pipes adjoining public pavements or roads should be recessed up to a height of 3 m into the building facade. |
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|
10.800 |
RAINWATER OUTLETS |
|
The funnel and gutter outlets have to be conical, in order to ensure proper swallowing of rain water. |
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|
10.900 |
SAFETY OVERFLOW |
|
Flat roofs are to be provided with a safety overflow! |
11.100 |
PLASTIC PIPES, PRINCIPLES - Plastic pipes require special attention: |
| |
- Contraction/expansion to be taken care of by including special sockets, and by clamps which provide longitudinal movement. |
| |
- Horizontal pipelines to be fitted with galv. M.S. half-shells, or additional number of clamps, in order to provide required strength. |
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| |
11.200 |
FIXED JOINTS | |
|
Fixed joints of plastic pipes are achieved by welding (e.g. butt welding with a hot plate for HDPe, or by solvent weld joint using solvent cement on to uPVC pipes). | |
11.130 |
Ring seal sockets - Are joints having a neoprene ring seal and allow easy fitting on site. They have a limited capability to absorb little changes in length. Protection of sensitive sealing parts from any ingress of dirt is to be maintained, especially at the building site (wrapping of joints with pieces of cloth and securing it with adhesive tape). | |
11.140 |
Preparation of pipe ends - The end to be inserted should be bevelled all around to an even angle of approx. 15° | |
|
Before joining: sockets and spigot ends are to be cleaned from any impurities. | |
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| |
11.150 |
Insertion depth - It is required to mark the depth of insertion on the spigot end, prior to joining. When using flexible joints (e.g. ring seal sockets), in winter at lower temperature, insert to approx. 5 mm less than entire insertion length. | |
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| |
11.160 |
Fixation of horizontal pipelines - Exposed lay-outs' require attention to physical strength and changes in length. Satisfactory fixings can be achieved partly by using appropriate sealing sockets, and with a pipe lay-out allowing flexibility for limited movement. (Prevention of movement is possible when having a fixed lay-out by embedding the pipe in concrete or by having strongly fixed pipes). | |
|
It is recommended to have horizontal pipelines fitted with half-shells, as follows: | |
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| |
|
Alternatively, instead of having half-shells, one could provide a greater number of appropriate clamps. | |
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| |
| | |
11.200 |
CAST-IRON PIPES, PRINCIPLES | |
|
C.I. pipes can be used for soil and/or waste waters and also for ventilation pipes. | |
11.210 |
Quality - C.I. pipes shall be sand cast iron or centrifugally cast (spun) iron pipes as per accepted standards. |
|
11.220 |
Application - C.I. pipes can be used: | |
| |
a) in unstable ground where limited soil movement is expected; |
| |
b) in made-up or tipped ground; |
| |
c) To provide for increased strength where a sewer is laid at insufficient depth, where it is exposed or where it has to be carried on piers or above ground; |
| |
d) under buildings and where pipes are suspended in basements and similar situations; |
|
|
e) In reaches where the velocity is more than 2.4 m/s; |
|
|
f) For crossing of watercourses. |
11.230 |
Corrosion of C.I. pipes - It shall be noted that cast iron pipes even when given a protective paint are liable to severe external corrosion in certain soils. Among such soils are: | |
| |
- soils affected by peaty waters, and |
| |
- soils in which the subsoil contains appreciable concentrations of sulphates. |
11.300 |
REINFORCED CEMENT PIPES | |
|
Are commonly used for house drainage systems and they shall conform to accepted standards. They are not recommended for underground situations. If used underground the life of reinforced cement pipes may be increased by lining the inside of the pipes with suitable coatings like epoxy/polyester resins, etc. | |
11.400 |
SALT GLAZED STONEWARE PIPES |
12.100 |
GENERAL PRINCIPLES | ||
|
The dimensioning of a drainage system is based on the following factors: | ||
12.110 |
Sewer Value (SV) - Sewer accumulation per time unit in l/s of the drainage appliance. | ||
12.120 |
Duration of drainage - Duration of discharge in seconds (s) of the drainage appliance. | ||
12.130 |
Probable maximum load - Maximum expected discharge of soil and/or waste water per time unit in simultaneous use of sanitary drainage appliances. | ||
12.140 |
Loading Capacity - For those under section: Dimensioning fixed and permissible loadings are based on following preconditions: | ||
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|
- trouble-free drainage of the waste waters | |
| |
- warranty of ventilation of the drainage systems and of the ventilation system respectively | |
| |
- water seal (of siphon) may neither break through by vacuum, nor be pushed out of the siphon due to over-pressure | |
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Note: Larger inner diameters than indicated are not to be used. | ||
12.150 |
Classification of groups for drainage appliances - All places of discharges of soil and/or waste water (from drainage appliances) are classified in four SV-groups, ref. table: Nominal sewerage values. (13.300) The smallest SV is 0.5. | ||
12.160 |
Soil and/or waste discharges over 2.5 l/s - Drainage appliances with an S-Value larger than 2.5 l/s, as well as continuous discharges (pumped soil and/or waste water plants) are to be treated as special arrangements and their effective drainage capacity to be added to the findings of maximum loading under diagram 1. | ||
12.170 |
Dish washing machine - The S-value of domestic dish washing machines connected to a siphon of a single or double sink is not to be considered. | ||
12.180 |
Duration of the discharges of drainage devices - When determining the possible maximum-loading and the dimensioning of drainage arrangements, the following are to be differentiated: | ||
| |
a) short term drainage as for closets, washbasins, etc., which are marked for residential buildings. | |
| |
b) long term drainage, as for example in industries, trades and in laboratories. | |
12.200 |
PRINCIPLES OF DIMENSIONING | ||
12.210 |
Determination of the possible maximum loading - for the
determination of the possible maximum loading serves, above 60 SV, the
approximation formula is used: | ||
|
this takes into consideration the differentiation of connected drainage appliances of a domestic system. | ||
|
Below 60 SV the maximum loading is not to be calculated, but determined according to the dimensioning tables. | ||
12.220 |
Filling ratio: The ratio for filling for ground pipelines or collector pipelines will be assumed, as follows: | ||
|
Sewer, rain and mixed waste water | ||
12.230 |
Simultaneous Discharges:- When dimensioning leaders (stacks, collector and ground pipelines), the possibility of simultaneous discharge must be considered. Maximum loading is determined by adding connected discharges in l/s of connecting pipes, as of diagram 1. | ||
12.300 |
DIMENSIONING | ||
12.310 |
Connector - and branch pipelines - The dimensioning of the connector line results from table: Nominal Sewerage values (Fig. 13.300). The following tables serve for the dimensioning of branch and connector pipelines. | ||
|
Up to 60 SV determination of the expected probable maximum load is not required. | ||
12.320 |
Diagram 1 - This diagram serves to determine the expected maximal loadings of a soil and waste water system in a domestic building. The graph converts total S-Values into liters per seconds. | ||
|
For the calculation of the probable maximum loading with connecting values above 60 SV, the following equation is valid: |
||
| |
Vs max. | |
| |
(Vs max. = Volume flow of all drainage appliances) | |
|
| ||
|
Reading example: |
known: 20 flats at 5 SV = 100 SV | |
12.330 |
Leaders - The permissible loading (Vs) of the leader is variable depending of the ventilation system and assessed in the tables: dimensioning of leaders (Fig. 13.500) | ||
12.340 |
Ground pipelines and collector pipes - Relevant for the determination of the inner diameter (i.d.) for ground pipelines and collector pipes is the maximum expected loading, Vs max. in l/s. | ||
| |
- For soil and/or waste water pipelines the i.d. is determined based on the maximum expected loading (Vs max.), under consideration of the total simultaneous amount of the SV before this point, according to diagram 1. | |
| |
- For rain water the effective loading of rain water, Vr, is decisive for the determination of the i.d. | |
| |
- Roof surfaces - The horizontal projection is the base for the calculation of roof surfaces (A in m2) | |
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| ||
| |
- For ground pipelines in mixed systems the maximum expected loading, Vm, results from the amount of Vs max. + Vr. | |
| |
- Vs = Volume flow of several drainage appliances |
|
| |
- Vr = Flow rate per unit time of rain water | |
| |
- Vm = Flow rate per unit time of mixed soil, waste water and rain water (in ground pipelines only). |
13.100 |
PRINCIPLES | |
|
Decisive for the dimensioning of parts of arrangements and systems are the principles explained in the chapter: Principles of Calculation, | |
13.200 |
ARRANGEMENTS OF PARTS AND SYSTEMS | |
|
Systems and arrangements of parts are separately treated according to their dimensions as follows: | |
| |
- connector pipes |
| |
- branch pipes |
| |
- leader with leader vent (stack with stack vent) |
| |
- leader with leader vent and indirect side vent |
| |
- leader with secondary vent |
| |
- vent pipe |
|
|
- ground pipelines and collector pipelines |
13.300 |
NOMINAL SEWERAGE VALUE (SV). |
Of drainage appliances and for the dimensioning of their connector pipes.
SV | |
Minimal inner diameter | ||
|
Drainage device with relevant siphon |
Connector |
Connector |
Siphon exit |
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|
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0.5 |
Handwashbasin i.d. 44 |
44 | | |
|
Washbasin | |
| |
|
Bidet | | | |
|
Service sink, at schools | | | |
|
Washsink, up to 3 taps | | | |
|
Domestic centrifuge |
| |
32 |
|
Shower tray, without stopper |
57 |
44 or 50 |
outside 40 |
1.0 |
Bathtub | |
| |
|
Combitub | |
| |
|
Feet sink, up to 5 taps | | | |
|
Shower tray, with stopper | | | |
|
Washsink, 4 to 10 taps | | | |
|
Urinals (connector 40/45 mm) | | | |
|
Kitchen sink (cement, metal) | | | |
|
Double kitchen sink (cement, metal) | |
| |
|
Dish washing machine |
| | |
|
Wash fountain, 6-10 taps | | | |
|
Laundry sink |
| | |
|
Washing machine, up to 6 kg | | |
50 |
|
Floor drain, i.d. 60 mm |
57 |
44 or 50 |
57 |
105 |
Large-sized bathtub |
| | |
|
Laboratory tub |
| | |
|
Washing machine, 7 -12 kg | | | |
|
Dish washing machine for | | | |
|
commercial use, 1) |
| | |
|
Floor drain, i.d. 70 mm |
69 |
50 |
57 |
2.5 |
Water closets, all types | | | |
|
Service sink/wall types | | | |
|
(faeces, scrub/floor water) | | | |
|
Service sink/standing type | | | |
|
(faeces, scrub/floor water) | | | |
|
Floor drain, i.d. 80 to 100 mm | | | |
|
Washing machine, 13 to 40 kg | | | |
|
Bed pan cleaning device (hospital) |
100 |
50 |
80 |
1) |
For the definative decision of the S-value the effective pump drainage accumulation respectively, is decisive. |
2) |
The vertical pipelines of collected connector vent pipelines and branch vent pipelines are dimensioned as of table: side vent. |
3) |
Exceptions are siphons of ceramic make. |
4) |
Horizontal connector pipelines, i.d. 44 up to max. 2 meters, |
|
with maximum one change in direction up to 45°, excl. apparatus connector elbow. |
13.400 |
Dimensioning tables for soil and/or waste water system |
13.410 |
Leaders (stacks), Main vent system. |
stack |
max. permitted numbers |
permitted loading | |||
|
SV |
WC | | ||
i.d. |
Total |
largest single SV |
Total |
per storey |
Vs(l/s) |
57 |
3-1) |
1.0 |
-- |
-- |
1.3 |
69 |
7 |
1.0 |
-- |
-- |
2.0 |
80 |
20 |
1.5 |
-- |
-- |
3.0 |
100 |
70 |
2.5 |
14 |
6 |
4.2 |
118 |
100 |
2.5 |
20 |
7 |
5.0 |
125 |
150 |
- |
30 |
10 |
6.1 |
150 |
400 |
- |
80 |
22 |
10.0 |
1) max. 2 apparatus at 1 SV.
0.5 S - VALUE |
1.0 S - VALUE |
2.5 S - VALUES |
|
|
|
|
|
|
|
|
|
13.420 |
Branch- and connector pipes, without secondary vent. |
i.d |
max. permitted numbers |
largest single |
50 |
1 |
0.5 |
57 |
2 |
1.0 |
69 |
3 - 1) |
1.5 |
80 |
6 |
1.5 |
100 |
15 |
2.5 |
1) max. 1 apparatus at 1.5 SV.
13.430 |
Branch- and connector pipes, with secondary vent. |
i.d |
max. permitted numbers |
largest single |
vent pipe |
50 |
2 |
0.5 |
44 or 50 |
57 |
3 - 1) |
1.0 |
44 or 50 |
69 |
4.5 |
1.5 |
50 |
80 |
9 |
1.5 |
50 |
100 |
25 |
2.5 |
50 |
1) max. 2 apparatus at 1 SV.
13.500 |
Soil and/or waste water leaders (stacks) with direct and indirect side vent system. |
i.d. |
max. permitted numbers |
Vs-1) |
side | ||
| |
WC | | | |
|
Total |
Total |
per storey |
| |
80 |
64 |
--- |
--- |
4.2 |
57 |
100 |
150 |
30 |
6 |
5.9 |
80 |
118 |
200 |
40 |
7 |
7.0 |
80 |
125 |
300 |
60 |
10 |
8.5 |
80 |
150 |
800 |
160 |
20 |
14.0 |
100 |
1) Vs permissible values as compared to 13.410 increased by 80%2) The connection of the side vent with the stack is to be made of the same dimension as the side vent.
13.600 |
Soil and/or waste water leaders (stacks) having secondary vents connected. |
i.d. |
max. permitted numbers | |
Vs-1) |
side | |
|
SV |
WC |
per |
| |
80 |
100 |
-- |
-- |
5.4 |
57 |
100 |
240 |
50 |
8 |
7.6 |
80 |
118 |
300 |
75 |
10 |
9.0 |
80 |
125 |
500 |
100 |
15 |
11.0 |
80 |
150 |
1200 |
260 |
30 |
18.0 |
100 |
1) Vs permissible values as compared 13.410 increased by 80%
13.700 |
Collector pipeline and ground pipeline |
V permitted in l/s (as of Prandtl-Colebrook) -1) | |||||||
i.d. |
slope in % -3) |
i.d. | |||||
|
1 |
1.5 |
2 |
3 |
4 |
5 | |
80 |
2.8 |
3.4 |
4.0 |
4.9 |
5.6 |
6.3 |
80 |
100-2) |
5.0 |
6.2 |
7.2 |
8.9 |
10.2 |
11.5 |
100-2) |
118-2) |
8.0 |
9.8 |
11.3 |
13.9 |
16.0 |
17.9 |
118-2) |
125 |
9.2 |
11.3 |
13.1 |
16.0 |
18.6 |
20.8 |
125 |
150 |
15.0 |
18.4 |
21.3 |
26.1 |
30.2 |
33.8 |
150 |
187 |
27.0 |
33.1 |
38.1 |
47.0 |
54.3 |
60.8 |
187 |
200 |
32.3 |
39.7 |
45.8 |
56.2 |
64.9 |
72.6 |
200 |
250 |
58.4 |
71.7 |
82.8 |
101.6 |
117.3 |
131.2 |
250 |
300 |
94.7 |
116.2 |
134.2 |
164.6 |
190.6 |
212.6 |
300 |
1) For all pipe materials; after Prandtl-Colebrook:
Operation roughness kb = 1.0 mm
Kinetic velocity g (ny) = 1.3 x 106 m2/s
Filling relation h/di = 0.8
2) Minimal inner diameter of ground pipelines = 100 mm Æ
Where WC are connected, suggested to be min. = 118 mm Æ3) Optimal slope is 3% - to be maintained where possible.
13.800 |
DIMENSIONING OF VENT PIPES | |
13.810 |
Maximum length - Maximum effective length of a loop pipe from the axis of the first bend over the top-most apparatus connector: 100 times i.d. | |
|
Deductions for: | |
|
- Bends 15° - 60° 5 times i.d. | |
|
- Bends 75° - 88.5° & branches 10 times i.d. | |
|
| |
13.820 |
Collector vent pipes - Where for compelling reasons a collector vent pipe cannot be avoided, it will be equally dimensioned as leaders with relevant total loadings (table 13.410), and with the reservations mentioned in fig. 13.810. | |
13.830 |
Connection of pumped pressure pipelines - When connecting pumped pressure pipelines to collector pipelines or to ground pipelines, the following regulations apply: The dimension of the collector or ground pipelines will be determined by calculating the total of Vs + Vp, after the table 13.700. | |
|
|
Vs = Volume flow of several drainage appliances |
| |
Vp = Volume of pumped water |
|
The inlet of a pumped pressure pipeline normally requires an enlargement of the collector or ground pipeline by one dimension up to max. i.d. 150 mm. |
14.100 |
INSPECTION | ||
|
Work should be inspected during installation and tests applied on completion, care being taken that all work to be encased or concealed is tested before it is finally enclosed. | ||
14.110 |
Range of inspection - Pipe systems should be tested for tightness and for hydraulic performance. Inspection should be carried out to ensure the following: | ||
|
|
a) Work accords with the drawings and specifications; | |
| |
b) All pipe brackets, clips, etc., are securely fixed; | |
|
|
c) Fixings are correctly spaced; | |
| |
d) Pipe is protected where necessary by insulation; | |
|
|
e) Embedded pipework is properly protected before sealing-in; | |
| |
f) All access covers, caps or plugs: | |
| |
|
- are so made that the internal faces truly complete the internal bore, |
| | |
- are accessible, |
|
| |
- cause no obstruction in the pipe bore, and |
| |
|
- are well jointed. |
14.200 |
TESTING OF THE SYSTEM | ||
|
The water test must be applied before the appliances are connected and prior to concealing of pipes. | ||
14.210 |
Hydraulic performance - Discharge tests should be made from all the appliances, singly and collectively. Obstruction in any of the pipelines should be traced and the whole system examined for proper hydraulic performance, including the retention of an adequate water seal in each trap. | ||
14.230 |
Defects - Any defects revealed by the tests should be repaired, and the tests repeated until a satisfactory result is obtained. | ||
14.300 |
Efficiency - When testing the efficiency of the design of soil and waste water pipe systems they should withstand any condition of discharge of appliances which may occur in practice. The discharge from one appliance must not be forced up into another, and every siphon should retain at least 25 mm of its seal under these conditions. The tests should be designed to make full allowance for the maximum suction and pressure effects which may occur as given below: | ||
| |
a) in small installations when all the appliances are discharged together, and | |
| |
b) in large installations when sufficient appliances are simultaneously discharged to simulate peak conditions. | |
14.310 |
Testing of siphons - When testing the seals of siphons fitted to appliances, they should be filled to overflow level (where applicable, e.g. wash basins, kitchen sinks, etc., and allowed to discharge in the normal way. | ||
14.320 |
Similar tests - Tests similar to the above should also be carried out by discharging some appliances, while others are empty with plugs out. |
TABLE 2/1 - PARTS OF SOIL AND WASTE WATER SYSTEMS
Figure
PARTS OF SINGLE STACK SYSTEM
Figure
TABLE 2/2 - PRINCIPAL REQUIREMENTS ON STACK SYSTEMS
ALL APPARATUS (INCLUDING FLOOR DRAINS, FUNNEL OF SAFETY VALVE, ETC) CONNECTED TO A STACK DRAINAGE SYSTEM MUST HAVE A SIPHON.
Figure
Note: |
1 For a height up to 1 0m, a min. distance of 10 m is required for buildings above 10.0m a min. Distance of 1.5m is necessary. 2 Ground pipelines to be of min. 100 mm i.d. 3 Diameters of clean-outs to be of min. 100 mm 0 |
TABLE 2/3 - GROUNDFLOOR CONNECTION OF APPARATUS
Figure
TABLE 2/4 - DIMENSIONING EXAMPLE
SINGLE STACK SYSTEM: SOIL AND WASTE WATER DRAINAGE
VENT PIPE ABOVE ROOF LEVEL: EACH HOUSE MUST HAVE AT LEAST ONE VENT PIPE OF 100 mm iÆ. WHETHER FOR SINGLE OR MULTISTORY BUILDINGS
Figure
TABLE 2/5 - DIMENSIONING EXAMPLE
SINGLE STACK SYSTEM: SOIL AND WASTE WATER DRAINAGE
Figure
TABLE 2/6 - DIMENSIONING EXAMPLE
Dimensions of leader pipes depends on the numbers of connected apparatus resp. their S-values, but at least 57 mm Æ (when without WC)
When with WC diameter is at least 100 mm Æ (up to max. 14 WC and/or max. 70 SV) (Single stack system)
Figure
TABLE 2/7 - PRINCIPLES ON STACK VENTILATION
SINGLE STACK SYSTEM: SOIL AND WASTE WATER DRAINAGE
Figure
Each house shall have at least one main vent of 100 mm Æ. However additional single connections may be used for example:
Watercloset and washbasin can be fixed to an existing sewerage system and there dimension of the vent pipe can in this case be (not less than) 50 mm Æ
TABLE 2/8 - DIMENSIONING EXAMPLE
Divided Stack System:
a) Soil Stack: |
The water closet is led to the septic tank |
b) Waste Stack: |
Other apparatus, free from human faeces, are led into a separate septic tank |
| |
Note: |
- It might be advisable to incorporate a grease arrestor, in
order to retain the kitchen wastes from the drainage pipes. |
Figure
TABLE 2/9 - DIMENSIONING EXAMPLE
Divided Stack Drainage System:
a) Soil Stack: |
Pipe line to which water closets are fitted and led to the septic tank with straight ventilation above roof |
b) Waste Stack: |
Washbasin, bathtub and kitchen, having a separate stack, which is led to a separate septic tank it requires a vent pipe above roof level. |
Note: |
This system is optional e.g. where houseowner asks for the same - however, single stack systems are similor in function. |
Figure
TABLE 2/10 - DIMENSIONING EXAMPLE
Divided Stack Drainage System:
a) Soil Stack: |
all water closets, to be lead into septic tank |
b) Waste stack: |
washbasins and bathtubs into waste stack, to be lead into
separate septic tank |
Figure
TABLE 2/11 - MANHOLE EXAMPLE (EXTERIOR)
Figure
Note: Wall thickness have been indicated in brick lengths to provide for use of modular bricks or traditional bricks in the figure, B = one brick length, 6 B = six bricks
TABLE 2/12 - H.D.P.E. PIPES MATERIAL LIST
BUILDING SITE______________________________________________________________________________ | ||||||
SECTION: |
DATE | |||||
SIG |
ARTICLE |
i.d. 44Æ |
57Æ |
83Æ |
100Æ | |
|
PIPES HOPE | |
| | | |
| |
| | |
| |
| | |
| | | |
|
| | |
| | |
| |
| | |
| |
|
PIPES TOTAL |
| | |
| |
|
BRANCH 90° |
| | |
| |
| | |
| | | |
|
BRANCH 60° |
| | |
| |
| | |
| | | |
|
BRANCH 45° |
| | |
| |
| | |
| | | |
|
BRANCH 90° |
100/44 |
100/57 |
100/83 | |
|
| | | | | | |
|
BRANCH 90° |
83/44 |
83/57 | | | |
| | | | | | |
|
BRANCH 90° |
57/44 | | | | |
| | | | | | |
|
BEND 90° |
| | |
| |
| | |
| | | |
|
BEND 45° |
| | |
| |
| | |
| | | |
|
BEND RED. 90° |
57-44 | | | | |
|
Y-TEE | | | | | |
|
REDUCER 100Æ- |
100/44 |
100/57 |
100/83 | |
|
| | | | | | |
|
REDUCER 83Æ- |
83/44 |
83/57 | | | |
| | | | | | |
|
REDUCER 57/44 |
57/44 | | | | |
| | | | | | |
|
HDPE |
44x5/4 |
44 x 1 1/2 | |
| |
| | |
| | | |
|
WASHBASIN |
44 | | | | |
| | | | | | |
|
WC SOCKET | | | | | |
|
RING SEAL |
| | |
| |
| | |
| | | |
|
SCREW-THREADED | | | | | |
| | | | | | |
|
CLAMPS | | | | | |
| |
| | |
| |
|
CEMENT FIXATION |
| | |
| |
| | |
| | | |
|
SADDLE CLAMP |
| | |
| |
|
SCREW/DOWEL |
| | |
| |
| | |
| | | |
|
| | |
| |
TABLE 3/1 - APPARATUS REQUIREMENTS
GUIDELINES FOR THE DETERMINATION OF REQUIRED APPARATUS IN BUILDINGS
Object |
unit |
take graph for | ||||
|
|
WC (commode) |
urinals |
showers | ||
|
|
ladies |
gents |
gents |
ladies |
gents |
1. schools |
students |
3-4 |
4- 5 |
3-4 |
2-3 |
2- 3 |
3 industries |
Employees |
2-3 |
3 - |
2-3 |
6-7 |
6-7 |
5 restaurants |
seats |
4- 5 |
5- 6 |
4- 5 |
- |
- |
7 theatres |
visitors |
6 |
6-7 |
5- 6 |
- |
- |
Figure
The above indications are in accordance with international directions.
TABLE 3/2 - WATER CLOSET (COMMODE)
Figure
Example of Apparatus. Note: There are many different types and designs available on the market. The indications above are proposals. Actual dimensions of the apparatus and appliances (height, diameters, connecting accessories, etc.) have to be measured from the very apparatus to be fixed at the site, prior to fixing of pipes into the walls or floors.
Table 3/3 - WC FLOOR PAN
Figure
Note: This type of WC usually requires one additional coldwater tap (1/2) fitted nearby at a height of approx. 400 mm.
Example of Apparatus. Note: There are many different types and designs available on the market. The indications above are proposals. Actual dimensions of the apparatus and appliances (height, diameters, connecting accessories, etc.) have to be measured from the very apparatus to be fixed at the site, prior to fixing of pipes into the walls or floors.
TABLE 3/4 - WASHBASIN (LAVATORY)
Figure
Example of Apparatus. Note: There are many different types and designs available on the market. The indications above are proposals. Actual dimensions of the apparatus and appliances (height, diameters, connecting accessories, etc.) have to be measured from the very apparatus to be fixed at the site, prior to fixing of pipes into the walls or floors.
TABLE 3/5 - BATHTUB
Figure
Example of Apparatus. Note: There are many different types and designs available on the market. The indications above are proposals. Actual dimensions of the apparatus and appliances (height, diameters, connecting accessories, etc.) have to be measured from the very apparatus to be fixed at the site, prior to fixing of pipes into the walls or floors.
TABLE 3/6 - URINAL
Figure
Example of Apparatus. Note: There are many different types and designs available on the market. The indications above are proposals. Actual dimensions of the apparatus and appliances (height, diameters, connecting accessories, etc.) have to be measured from the very apparatus to be fixed at the site, prior to fixing of pipes into the walls or floors.
TABLE 3/7 - URINAL (SMALL TYPE)
Note: The waste connection A must be out of the apparatus axis. As the distance of the wall to centre waste coupling is 50 mm only a normal bottle siphon as for washbasins can not be connected to this urinal.
Figure
Example of Apparatus. Note: There are many different types and designs available on the market. The indications above are proposals. Actual dimensions of the apparatus and appliances (height, diameters, connecting accessories, etc.) have to be measured from the very apparatus to be fixed at the site, prior to fixing of pipes into the walls or floors.
TABLE 3/8 - KITCHEN SINK
Figure
Example of Apparatus. Note: There are many different types and designs available on the market. The indications above are proposals. Actual dimensions of the apparatus and appliances (height, diameters, connecting accessories, etc.) have to be measured from the very apparatus to be fixed at the site, prior to fixing of pipes into the walls or floors.
TABLE 3/9 - BIDET
Figure
Example of Apparatus. Note: There are many different types and designs available on the market. The indications above are proposals. Actual dimensions of the apparatus and appliances (height, diameters, connecting accessories, etc.) have to be measured from the very apparatus to be fixed at the site, prior to fixing of pipes into the walls or floors.
TABLE 3/10 - SHOWER
Figure
Example of Apparatus. Note: There are many different types and designs available on the market. The indications above are proposals. Actual dimensions of the apparatus and appliances (height, diameters, connecting accessories, etc.) have to be measured from the very apparatus to be fixed at the site, prior to fixing of pipes into the walls or floors.
TABLE 3/11 - ROOM MEASUREMENTS
MINIMAL SPACE REQUIREMENTS FOR APPARATUS AND PERSON
1 Washbasin |
2 Hand - Washbasin |
3 Urinal |
|
|
|
4 Bathtub |
5 Showertray |
6 Bidet |
|
|
|
7 Water - Closer |
8 Water - Closet with Tank |
9 Floor - Pan |
|
|
|
TABLE 3/12 - ROOM MEASUREMENTS
MINIMAL SPACE REQUIREMENTS FOR APPARATUS AND PERSON
1 WC + Handwashbasin |
2 WC + Washbasin |
|
|
3 Floor - Pan + Handwashbasin |
4 Floor - Pan + Washbasin |
|
|
5 Shower + Washbasin |
6 Shower, Washbasin + WC |
|
|
TABLE 3/13 - ROOM MEASUREMENTS
MINIMAL SPACE REQUIREMENTS FOR APPARATUS AND PERSON
1 Bathroom with 2 apparatus |
2 Bathroom with 3 apparatus |
|
|
3 Bathroom with 3 apparatus |
4 Bathroom with 3 apparatus |
|
|
5 Bathroom with 4 apparatus |
6 Bathroom with 4 apparatus |
|
|
TABLE 3/14 - INSTALLATION SHAFTS
Figure
Figure
Principle Requirements to Shafts
1. To remain always easy accessible2. Sufficient in width, min. 600 mm
3. Light provision (at least one socket)
4. Strong walls, so that water heaters can also be fixed.
5. Keeping all openings, until the pipes are fixed.
6. Apparatus to be fixed with its back towards the walls of the shaft (easy and economical pipe fixing).
7. If possible, keep floor level approx. one step lower; this facilitates the installations and accessability of siphons of shower trays and bath tubs.
8. Each room must have sufficient hot water, either by having it's own electric water tank, or through a central hot water system.
Caution
All openings in the floors have also to be sealed after completion of the installation works, for reasons of fire safety!
TABLE 3/15 - LAYOUT, EXAMPLE
LAYOUT AS REALIZED IN A HOTEL. INSTALLATION IN SHAFTS FACILITATES WORKS AND MAINTAINS EASY ACCESS FOR REPAIRS.
Figure
TABLE 3/16 - LAYOUT, EXAMPLE
TYPICAL BATHROOM REQUIREMENTS IN A HOTEL PIPELINES ARE FITTED IN A SHAFT AND REMAIN EASILY ACCESSABLE FOR REPAIRS AND MAINTENANCE.
Figure
TABLE 3/17 - SYMBOLS
FOR MECHANICAL INSTALLATIONS IN BUILDINGS
Scope: |
These symbols are valid for the following installations in buildings: |
|
- Plumbing |
|
- Heating |
|
- Ventilating |
|
- Air conditioning |
|
- Refrigeration |
SYMBOLS ARE DETERMINED ON THE BASE OF I S O STANDARDS. FOR UNIFORM PRESENTATION OF DRAWINGS OF INSTALLATIONS IN BUILDINGS.
1 BASIC + GENERAL SYMBOLS |
1 1 |
Basic Symbols |
| | |
|
1 11 |
|
Pipes |
1 12 |
|
Direction of flow of pipe content (arrow) |
1 13 |
|
Control valves |
1 14 |
|
Apparatus |
1 15 |
|
Apparatus |
1 16 |
|
Indicating and recording instruments |
1 2 |
General Symbols | | | | |
1 201 |
Pipes | | | | |
1 |
|
Pipe |
2 |
|
Contents of pipe: |
3 |
|
Contents of pipe: |
4 |
|
Contents of pipe: |
5 |
|
Direction of flow of pipe content (arrow) |
6 |
|
Duct |
7 |
|
Crossing of two pipes without connection |
8 |
|
Crossing of two pipes with connection |
9 |
|
Branching pipe (Tee) |
10 |
|
Pipe with slope |
11 |
|
Flexible pipe |
12 |
|
Insulated pipe |
13 |
|
Heated pipe |
14 |
|
Pipe with heating or cooling jacket |
1 202 |
Pipe shown in plan | | | | |
1 |
|
Change of level in the same level |
2 |
|
Pipe going through |
3 |
|
Pipe going down |
4 |
|
Pipe going up |
5 |
|
Indication of levels | |
|
|
1 203 |
Pipe connections | | | | |
1 |
|
Pipe socket |
2 |
|
Flanged connection |
3 |
|
Screwed connection union |
4 |
|
Pipe coupling |
5 |
|
Centric reduction |
6 |
|
Excentric reduction (above) |
7 |
|
Excentric reduction (below) | |
| |
1 204 |
Expansion joints | | | | |
1 |
|
Expansion joint (general) |
2 |
|
U - bend |
3 |
|
Slip joint |
4 |
|
Bellow expansion joint (axial) |
5 |
|
Bellow expansion joint (lateral) | |
|
|
1 205 |
Supports |
| | |
|
1 |
|
Anchor point |
2 |
|
Sliding support |
3 |
|
Pipe support |
4 |
|
Pipe hanger |
5 |
|
Pipe hanger with spring |
6 |
|
Sliding pipe hanger |
7 |
|
Sliding pipe, hanger with guides |
8 |
|
Rolling pipe support |
1 206 |
Stop valves |
| | |
|
1 |
|
Valve (general) |
2 |
|
Angle valve |
3 |
|
3 Way valve |
4 |
|
4 Way valve |
5 |
|
Valve |
6 |
|
Gate valve |
7 |
|
Stop cock |
8 |
|
Pressure reducing valve |
9 |
|
Non return valve (check valve) |
10 |
|
Spring operated safety valve |
11 |
|
Weight operated safety valve |
12 |
|
Butterfly safety valve |
13 |
|
Butterfly stop valve |
14 |
|
Butterfly check valve |
15 |
|
Butterfly throttling valve |
16 |
|
Pipe vent |
17 |
|
Funnel |
18 |
|
Sight glass |
19 |
|
Steam trap |
20 |
|
Strainer |
21 |
|
Water meter |
| | |
1 207 |
Apparatus |
| | |
|
1 |
|
Apparatus |
2 |
|
Apparatus |
3 |
|
Pump |
4 |
|
Fan |
5 |
|
Compressor |
6 |
|
Motor |
1 208 |
Measuring and sensing element | |
| | |
1 |
|
Measuring point |
2 |
|
Temperature sensing element |
3 |
|
Pressure sensing element |
4 |
|
Flow sensing element |
5 |
|
Humidity sensing element |
6 |
|
Level sensing element |
7 |
|
Built - in measuring device |
8 |
|
Measuring orifice (measuring nozzle) |
9 |
|
Flow limiting device |
10 |
|
Indicating device |
11 |
|
Recorder | |
| |
1 209 |
Transmitters and controllers | |
| | |
1 |
|
Transmitter |
2 |
|
Controller |
1 210 |
Drives |
| | |
|
1 |
|
Manual drive |
2 |
|
Automatic drive (with auxiliary energy) |
3 |
|
Direct drive |
4 |
|
Weight operated drive |
5 |
|
Float operated drive |
6 |
|
Spring drive - operated |
7 |
|
Piston drive operated |
8 |
|
Diaphragm drive operated |
9 |
|
Solenoid drive operated |
10 |
|
Motor drive |
1 211 |
Sources of energy | | | | |
1 |
|
Solid fuel |
2 |
|
Liquid fuel |
3 |
|
Gaseous fuel |
4 |
|
Electric power |
1 212 |
Heat meter |
| | |
|
1 |
|
Mechanical heat meter | |
|
Heat meter with electronic integration |
2 PLUMBING SYMBOLS 2.1 Sanitary Fixtures |
Connecting Values | |||
|
Soil + waste water |
Drinking water | ||
|
Siphon |
S- value |
Valve |
Units |
1 Bath tub
|
5/4 x 50 |
1 |
1/2 |
2.0 |
2 Shower
|
1 1/2 x 50 |
1 |
1/2 |
2.0 |
3 Lavatory (wash basin)
|
5/4 x 40 |
0.5 |
1/2 |
0.5 |
4 Bidet
|
5/4 x 40 |
0.5 |
1/2 |
0.5 |
5 Water closet, low tank
|
100 mm |
2.5 |
1/2 |
0.5 |
6 Water closet, high tank
|
100 mm |
2.5 |
1/2 |
0.5 |
6a Water closet floor pan
|
100 mm |
2.5 |
1/2 |
0.5 |
7 Water closet with tank built into wall
|
100 mm |
2.5 |
1/2 |
0.5 |
8 Automatic water closet
|
100 mm |
2.5 |
1/2 |
0.5 |
9 Urinal, wall type
|
5/4 x 50 |
1.0 |
1/2 |
1.0 |
10 Service sink
|
1 1/2 x 50 |
1.0 |
1/2 |
1.0 |
11 Laundry trough
|
1 1/2 x 50 |
1.0 |
1/2 |
1.0 |
12 Wash sink
|
1 1/2 x 50 |
1.0 |
1/2 |
1.0 |
13 Wash fountain
|
1 1/2 x 50 |
1.0 |
1/2 |
1.0 |
14 Single kitchen sink with drain board
|
1 1/2 x 50 |
1.0 |
1/2 |
1.0 |
15 Double kitchen sink with drain board
|
1 1/2 x 50 |
1.0 |
1/2 |
1.0 |
16 Washing machine
|
1 1/2 x 50 |
1.0 |
1/2 |
2.0 |
17 Clothes dryer (tumbler)
|
1 1/2 x 50 |
N.A. |
N.A. |
N.A. |
18 Centrifugal dryer (electric)
|
5/4 x 40 |
0.5 | | |
19 Water heater
|
Probably |
nil |
As per total | |
20 Gas water heater
| | |
Gas | |
| | |
Valve |
m3/h |
|
N.A. |
N.A. |
As of indications | |
21 Gas cooker
|
N.A |
N.A |
1/2 |
as of indication on |
| | |
Drinking water | |
|
| |
Valve |
Units |
22 Automatic dish washer
|
by hose |
not to be | | |
|
otherwise |
1/2 |
1.0 | |
|
1 1/2 x 50 |
1.0 | | |
2 2 |
Valves | ||||
1 |
|
Bib cock |
2 |
|
Mixing valve |
3 |
|
Compact mixing valve |
4 |
|
Mixing valve with regulator |
5 |
|
Hose bib |
6 |
|
Bib cock with bypass and |
7 |
|
Twin regulator valve |
8 |
|
Mixing valve with bypass |
9 |
|
Pillar tap |
10 |
|
Mechanical mixer |
11 |
|
Thermostatic mixer |
12 |
|
Mechanical mixer |
13 |
|
Thermostatic mixer |
14 |
|
Mechanical mixer with |
15 |
|
Thermostatic mixer with |
16 |
|
Mechanical mixer |
17 |
|
Thermostatic mixer |
18 |
|
Shower |
2 3 |
Drainage elements | ||
2 31 |
Pipes | ||
|
Pan |
Elevation |
|
1 |
|
|
Clear waste water |
|
| | |
2 |
|
|
Storm sewer |
|
| | |
3 |
|
|
Sanitary sewer |
|
| | |
4 |
|
|
Industrial sewer |
|
| | |
5 |
|
|
Vent pipe |
2 32 |
Pipe fittings | ||
1 |
|
|
Pipe socket |
2 |
|
|
Pipe and with clean out |
3 |
|
|
Clean out |
4 |
|
|
Reduction; centric |
5 |
|
|
reduction; excentric |
6 |
|
| |
7 |
|
|
S - Trap |
8 |
|
|
Bottle trap |
9 |
|
|
Horizontal trap |
10 |
|
|
Floor sink without bottle trap |
11 |
|
|
Floor sink with bottle trap |
2 33 |
Collector, separators, wells, pumps | ||
1 |
|
|
Collector |
2 |
|
|
Grease trap |
3 |
|
|
Mineral oil separator |
4 |
|
|
Fuel oil lock |
5 |
|
|
Double non - return lock |
6 |
|
|
Control well (open system) |
7 |
|
|
Control well |
8 |
|
|
Sump pump (not for raw sewage) |
9 |
|
|
Pump for sanitary waste vented |
SYMBOLS FOR HEATING INSTALLATIONS | |||||
3 1 |
|
Boilers |
| | |
1 |
|
Boiler for solid fuel |
2 |
|
Boiler for liquied fuel |
3 |
|
Boiler with fan assisted |
4 |
|
Gas fuelled flow - heater |
5 |
|
Dual fuel boiler vertical hot |
6 |
|
Oil fired boiler with hot |
7 |
|
Dual fuel boiler vertical hot |
8 |
|
Dual fuel boiler with hot |
3 2 |
|
Storage heaters and heat exchangers | |||
1 |
|
Electric storage heater |
2 |
|
Electric storage heater |
3 |
|
Electrically heated flow type water heater |
4 |
|
Horizontal water to water |
5 |
|
Heat exchanger |
6 |
|
Heat exchanger with |
7 |
|
Vertical hot water tank with |
8 |
|
Vertical hot water with |
9 |
|
Vertical hot water tank with |
10 |
|
Horizontal water heated |
11 |
|
Water heater in several | |
| |
BASIC PRINCIPLES OF PLANNING AND DESIGN
The following rules are general guidelines which may be altered when necessary to suit particular circumstances.
Additional basic principles will arise out of practical experience.
1. For representation in the drawings use only official and common symbols.
2. Consider always that lines in a drawing represent pipe lines and that the space required for pipes must be allowed for.
3. The sanitary installations of a building are a complete functional unit made up of supply and waste disposal pipe lines (water, waste water etc.). For correct installation, pipelines and apparatus must be shown in their proper relationship to each other in all drawings (top view, schemata and detail drawing).
4. Drawings should be complete, containing sufficient information for making the material list and for execution on the site. There should be no need for further inquiry at the design office.
TOP VIEW DRAWING
1. The scale for top view drawings, is normally 1:50.
2. The dividing line of storys (floors) for drawing in pipelines is top of floor level up to top of ceiling level.
DIVIDING LINE OF STORYS
3. Before starting to draw in pipelines, study carefully all top view plans and all building cross section drawings. A better knowledge of the building and of all its constructional details results in a faster execution and conformation of the pipe layout.
4. Preferably start the design from top to bottom (top floor to basement) and prepare a separate layout for each different apparatus group.
5. After the draft is completed the final design of the pipelines should be made in coordination with other installations (e.g. electrical, air condition etc.).
Figure
Figure
SCHEMATIC DRAWING
1. A representation of all installation parts in a three dimensional room is not possible on a 2-dimensional drawing therefore the best possible solution should be chosen.
2. A schematical drawing is made primarily to show the pipelines. Items of apparatus are of secondary importance and show for what purpose at which height, and how the pipes are connected to them,
3. The representation of the total pipe system should whenever possible be drawn acc. to the top view drawings of the architects. For example, where installation parts in the top view drawing are on the left side they should also be shown on the left side of the schematic drawing.
When items of apparatus in the plan view drawing are on top of each other (e.g. first floor, second floor) they should be drawn in same way in the scheme.
Figure
Figure
4. In all drawings pipelines should be represented in the same way as they later will be installed on the site. This applies for individual rooms as well as for the branches and tees.
5. In cases where apparatus is fitted on both sides of a wall, the development of the schematic drawing starts from the point where the pipes will be fitted. The view should, therefore, be from the wall on which the pipes are fitted (regardless of which wall has most apparatus).
6. The items of apparatus must be shown in order of their pipe connections (as they will be fitted at the building site). Apparatus fitted on the back of the wall will be drawn as it would be seen from the front. The same applies to the water connection pipelines. For mixing taps the cold water connection shall always be drawn on the right side, and the warm water connection on the left side.
Figure
Figure
7. The order of branches (waste water) and of tees (cold-, hot water), in the schematic drawing has to correspond with the order shown in the top view.
8. The height for fixing of apparatus, valves (armatures) and connecting places shall be to scale 1:50. The drawing of increased heights of storys should be avoided if possible (especially in cases where a greater concentration of pipes in basements may occur).
Figure
9. The sizes of all parts of valves and parts of water and gas pipelines must be given. When the connector pipe for the tap has the same dimension as the tap itself, it is not necessary to mention separately the dimension of this pipe.
Indications of dimensions shall be made in letters of sufficient height. Lines of reference to pipes should be of short distance.
Figure
For soil and waste water pipelines sizes must be given for:-
- all pieces of pipe between each branch,- apparatus connectors, siphons, cleaning openings, reducers and connections to the ground pipeline.
The minimal inside diameter in mm (e.g. 100, 57, 44) or both inside/outside dia. (e.g. 100/110, 57/63, 44/50) should be indicated in letters of sufficient height.
Shifting of the axis (offsets) of leaders must be shown in the schematic drawing.
SCHEMATIC DRAWING
DETAIL DRAWING
There are many different stages of planning, from the very first thoughts up to the execution of an installation. One part of the planning is the detailed drawing which itself can have also different levels of detail.
A bathroom drawing can refer to:
Level 1: |
Roomsize, items of apparatus and their center to center distance. |
Level 2: |
As above plus front view with the heights of the apparatus and the connections to the water and waste water system. The minimal space requirements of each individual item of apparatus may also be shown. |
Level 3: |
Top and front view of a bathroom in scale 1:10, using symbolic design for the apparatus and pipelines. The pipelines should be drawn in a single pencil or ink line with all necessary information about material and dimensions of the pipes. Further it should include the center to center dimensions and (in the elevation) all measurements of the different levels (heights of the apparatus, pipes, etc.). (N.B. one measurement line only for one apparatus) Only absolutely necessary measurements should be shown in the drawing. With all this information, it should be possible to prepare a pre-assembly drawing and a detailed material list. |
1. All dimensions (measurements) of the pipelines and apparatus in the top view drawing should be given from one side only and never from both sides of the walls.
2. All measurements, including the center to center distance of the apparatus and the stack (vertical waste water pipe) take their reference measurement from the same wall (as do all others risers and connections to the apparatus).
DETAIL DRAWING
3. Consider when working out the disposition of the pipelines, that the execution at site must be possible with standard available fittings.
4. For the center to center distance of apparatus and for pipe connections use only standard measurements with consideration for minimal space requirements (see Table 3/11 - 3/13).
DETAIL DRAWING
FIXATION OF PIPES EXAMPLES
All pipelines have to be fixed with adequate clamps, to hold the weights very well, (also when waste - lines are filled with water)
Materials: mild steel 2 - 3 mm thick, galv or painted
Clamp, cement fixation |
Clamp, fixation with dowel |
|
|
Clamp, with M.S. plate |
Carrier |
|
|
Bracket not recommended, there is |
Hanger |
|
|
Front |
|
|
Combined system |
Top |
|
| |
ABBREVIATIONS
i.d. |
inner diameter |
diameter | |
N.D. |
Nominal diameter |
mm |
millimeter |
cm |
centimeter |
m |
meter |
l |
length |
h |
height |
x x 2 |
square |
x x 3 |
cubic |
A |
surface |
|
inch |
' |
foot |
I.S. |
Indian Standard |
I.S.O. |
Intl. Standard Org. |
C.O. |
Clean out |
C.P. |
chrome plated |
WC |
Water closet |
Vent |
Ventilation |
U |
Unit/used for dimensioning of drinking water |
SV |
S-Value (Sewer value) used for dimensioning of soil and waste water |
l/s |
liters per seconds |
N.A. |
Not applicable |
> |
larger than |
< |
smaller than |
£ |
larger or same |
³ |
smaller or same |
S |
sum, total |
Conversion table sheet metal
Thickness in |
Thickness in |
30 |
0.314 |
29 |
0.345 |
28 |
0.376 |
27 |
0.416 |
26 |
0.457 |
25 |
0.507 |
24 |
0.558 |
23 |
0.609 |
22 |
0.711 |
21 |
0.812 |
20 |
0.914 |
19 |
1.015 |
18 |
1.218 |
17 |
1.422 |
16 |
1.625 |
15 |
1.828 |
14 |
2.040 |
13 |
2.337 |
12 |
2.641 |
11 |
2.946 |
10 |
3.250 |
I.S.W.G = |
Imperial Standard |
|
Wire Gauge |
DRINKING WATER DIMENSIONING
Table for dimensioning with units
A) For systems with roof
tanks
(Head less than 40 meters)
LOADING VALUES AND DIAMETERS (G.I. PIPES) |
|
PIPE DIAMETER IN INCHES |
MAX. LOADING IN UNITS |
1/2 |
0.5 - 2.0 |
3/4 |
2.5 - 4.0 |
1 |
4.5 - 10.0 |
1 1/4 |
10.5 - 20.0 |
1 1/2 |
20.5 - 40.0 |
2 |
40.5 -100.0 |
0.5 UNIT |
1.0 UNIT |
2.0 UNITS |
|
|
|
|
|
|
|
|
|
B) For systems with pressure
(Head above 40 meters)
LOADING VALUES AND DIAMETERS (G.I. PIPES) |
|
PIPE DIAMETER IN INCHES |
MAX. LOADING IN UNITS |
1/2 |
0.5- 2.5 |
3/4 |
3.0- 5.0 |
1 |
5.5- 12.0 |
1 1/4 |
12.5- 25.0 |
1 1/2 |
25.5- 50.0 |
2 |
50.5-125.0 |
SOIL AND WASTE WATER DIMENSIONING
Leaders (stacks), Main vent system
stack |
max. permitted numbers |
permitted loading | |||
|
SV |
WC | | ||
i.d. |
Total |
largest |
Total |
per storey |
Vs (l/s) |
57 |
3-1) |
1.0 |
- |
- |
1.3 |
69 |
7 |
1.0 |
- |
- |
2.0 |
80 |
20 |
1.5 | |
- |
3.0 |
100 |
70 |
2.5 |
14 |
6 |
4.2 |
118 |
100 |
2.5 |
20 |
7 |
5.0 |
125 |
150 |
- |
30 |
10 |
6.1 |
150 |
400 |
- |
80 |
22 |
10.0 |
1) max. 2 apparatus at 1 SV
0.5 S - VALUE |
1.0 S - VALUE |
2.5 S - VALUE |
|
|
|
|
|
|
|
|
|
1) HORIZONTAL CONNECTOR PIPE, I.D 44 UP TO MAX 2.0 M
Branch- and connector pipes, without secondary vent.
i.d. |
max. permitted numbers |
largest single |
50 |
1 |
0.5 |
57 |
2 |
1.0 |
69 |
3-1) |
1.5 |
80 |
6 |
1.5 |
100 |
15 |
2.5 |
1) max. 1 apparatus at 1.5 SV
1) |
Code of practice for Plumbing | |
|
Royal Government of Bhutan (NUDC/004/1984) issued under the authority of Chairman, National Urban Development Corporation, Thimphu, Bhutan (78 pages) | |
2) |
Code of Practice for sanitary pipe work above ground for buildings. (Indian Standard, 15:5329-1969) | |
|
Indian Standards Institution, Manak Bhava, 9 Bahadur Shah Zafar Marg, New Delhi - 110 002 | |
3) |
Plumbing - Periodical |
|
4) |
Symbols for mechanical installations in
buildings | |
5) |
Water Installation and Drainage System | |
6) |
Solar Water Heaters in Nepal/Manufacturing and
Installations | |
7) |
PLUMBING SERVICES: | |
|
Volume I |
1982 Basic Skills, Water Supply |
|
by: R.J. Puffet and L.J. Hossack | |
8) |
MATHEMATICS - PLUMBERS AND PIPEFITTERS | |
9) |
PLUMBING AND HEATING | |
10) |
HOME PLUMBING | |
11) |
PLUMBING - HOT WATER SUPPLY AND HEATING SYSTEMS |
ENVIRONMENTAL HEALTH ENGINEERING IN THE TROPICS: AN
INTRODUCTORY TEXT, S. Cairncross and R. Feacham
1983, 283 pp., SFr. 49.-
(Bookshop 36048e)
Handbook dealing extensively with a large number of
infectuous diseases which can be controlled by environmental
intervention.
Covers: health and pollution; water supply; excreta treatment:
etc.
A HANDBOOK OF GRAVITY-FLOW WATER SYSTEMS,
T.D.Jordan
JR.
1984. 250 pp., SFr. 18.- (Bookshop 34008e)
Originally written for
systems in Nepal, most principles presented are applicable in locations all
around the world. The material is organized for quick reference.
DRINKING WATER SUPPLY - TECHNICAL ASPECTS,
K.
Wehrle
1985,177 pp., SFr. 20.- (Bookshop 34030e)
Description of
all technical aspects of drinking water supply and sanitation projects.
VILLAGE WATER SUPPLY IN THE DECADE, LESSONS FROM FIELD
EXPERIENCE, C. Glennie,
1983,152 pp., SFr. 43.- (Bookshop
34031e)
Gives a detailed account of a successful rural water supply programme
in East Africa over a period of 10 years. Emphazises the role of management,
organization and community participation.
GUIDELINES FOR DRINKING-WATER QUALITY, VOLUME I:
RECOMMENDATIONS, WHO
1984,130 pp., SFr. 38.- (Bookshop
32010e)
Provides a basis for the development of standards. May also be of
assistance in developing alternative control, procedures where the
implementation of drinking water supply is not feasible (also available VOLUME
II: Health Criteria and other supporting information and VOLUME III: Drinking
Water Quality Control in Small Community)
SIMPLE METHODS FOR THE TREATMENT OF DRINKING WATER,
GATE
1985, 78 pp., SFr. 18.50 (Bookshop 36046e)
Manual with basic
technical information on equipment, procedures and hints for planning and
implementing water treatment projects.
HAND DUG WELLS AND THEIR CONSTRUCTION, S.
Watt and W.
Wood
1977,253 pp., SFr. 15.- (Bookshop 32001e)
Provides practical
step-by-step guidance in the techniques of digging and constructing a well:
principles of groundwater storage, the actual construction, the materials
required and details on additional sources of information.
GUIDELINES FOR PLANNING COMMUNITY PARTICIPATION IN WATER
SUPPLY AND SANITATION, A.
Whyte
1983, 60 pp., SFr. 5.- (Bookshop
34022)
Guidelines for planners on how to establish community participation in
projects concerned with water supply and sanitation.
MANUAL FOR RURAL WATER SUPPLY, HELVETAS
1985,175 pp.,
SFr. 34.- (Bookshop 34003e)
A guide on how to identify, plan, organise, and
execute drinking water projects. With many elaborate scale drawings. Specially
written for engineers and construction supervisors but serves also as a
comprehensive introduction for non-technical readers (also available in french
and spanish).
SLOW SAND FILTRATION FOR COMMUNITY WATER SUPPLY PLANNING,
DESIGN, CONSTRUCTION, OPERATION AND MAINTENANCE, J.T. Visscher et
al
1987,149 pp, SFr. 20.-
Describes the principles and applicability of
slow-sand filtration. Provides guidelines resulting from demonstration projects
in developing countries.
HORIZONTAL-FLOW ROUGHING FILTRATION (HRF), A DESIGN,
CONSTRUCTION AND OPERATION MANUAL, M. Wegelin
1986, 142 pp., SFr. 15
(Bookshop 35007e)
Technical manual addressed primarily to design engineers.
Covers design, construction, operation and maintenance aspects. The content is
based on laboratory tests and field experiences.
COMMUNITY WATER SUPPLY, THE HANDPUMP OPTION, S. Arlosorof
et al
1987, 202 pp, SFr. 26.40 (Bookshop 34034e)
Reference manual for
policy makers and professionals. The critical elements of a handpump-based
community water supply systems are discussed and analysed.
If you are interested in further publications on water supply or on appropriate technology please ask for our free bookshop catalogue; it lists all our titles for sale. Our Address: SKAT, Varnb. 14, CH-9000 St. Gallen, Switzerland
The proper installation of water supply and drainage disposal systems provides a convenient service of great importance for public health. Unfortunately bad plumbing is the bane of many countries.
In Nepal, good training facilities are now available in the Sanitary Section of the Mechanical Training Centre (MTC). Lessons in classrooms and workshops are based on information gained through many years of practical experience. This experience has been compiled into book form for use both in Nepal and overseas.
These three part guidelines have been revised and expanded by MTC for professional planners and skilled sanitary fitters. The first section deals with drinking water installations, both direct mains connection and distribution from water tanks. The second section - much expanded in this edition - explains drainage requirements, including the modern stack system and the updated version of divided drainage of soil and waste waters. The third part consists of details of individual apparatus, tables of connecting and disposal values, ISO-Norm symbols, etc. There are many drawings illustrating the text which has been written in precise but simple language.
ISBN 3 908001 12 9