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close this bookResidential and Non-Residential - Drinking water installations and drainage requirements in Nepal (MTC - SKAT, 1988, 188 p.)
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View the documentINTRODUCTION
View the documentFOREWORD
Open this folder and view contentsPART 1 - DRINKING WATER INSTALLATIONS
Open this folder and view contentsPART 2 - DRAINAGE REQUIREMENTS
View the documentPART 3 - DRAWINGS/DESIGN
View the documentFURTHER READINGS
View the documentFURTHER PUBLICATIONS ON THIS SUBJECT IN SKAT'S BOOKSHOP
View the documentBACK COVER

(introduction...)

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
by MTC and SKAT

Authors

Andreas Bachmann & Heinz Waldvogel

Editor

MTC (Mechanical Training Centre, Balaju,

Kathmandu/Nepal)

Publishers

MTC, Balaju, Kathmandu/Nepal
SKAT, St. Gallen/Switzerland

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:
Mechanical Training Centre
P.O. Box 4897
Kathmandu/Nepal

outside Nepal:
SKAT, Varnbuelstrasse 14
CH- 9000 St. Gallen/Switzerland
and
KODIS, Wartstrasse 6
CH- 8400 Winterthur/Switzerland

ISBN

3 908001 12 9

INTRODUCTION

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

FOREWORD

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

1. OBJECTIVES

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.

2. FIELD OF APPLICATION

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


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:


- Absorbing dirty substances,

- re-infections (through bad or wrong installation)

Also to be avoided are:


- 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. TERMS AND DEFINITIONS

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. PRINCIPLES OF INSTALLATIONS

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:



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

b) to regulate and repair any supply pipe or meter as circumstances may require

c) to ascertain consumption


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

b) maintain the quality of water supply

c) grant permission to draw off, divert or take water from any stream or waters by which the waterworks are supplied, or

d) arrange to open or shut any valve, hydrant or stopcock belonging to the water authority


e) arrange for measurement of water consumption.

5. PARTS OF PIPELINES

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.



Figure

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.



Figure

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. WATER METER

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


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:


a) alter or cause or permit to be altered any supply pipe with intent to avoid the accurate measurement of water;

b) willfully or negligently interfer with or injure any meter;

c) dishonestly alter the index of any meter used by the water authority; or


d) dishonestly prevent any meter used by the water authority from registering correctly the quantity of water supplied.

Handling of water meters, including repairs and replacements, are under the rules and regulations of the water authority.

7. STORAGE TANKS

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;



d) Ventilation pipe;



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.


When possible, tanks should be installed above ground level.


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.


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:



a) Suction or inlet pipework



b) Delivery or discharge pipework


Further there are differences in:



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.


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.


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. PROTECTION AGAINST CORROSION

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.


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. MATERIALS AND CONNECTIONS OF PIPELINES

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
(No old mobil oil!)

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).


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.


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.


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. POSITIONING OF PIPELINES

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.


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.


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. INSTALLATIONS IN BUILDINGS

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.



Figure


Figure



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.
Safety valves should release pressure if there is an increase in pressure of 0.5 to 1 kg/cm2 above normal working pressure in the line.

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
(20 - 30)

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. APPARATUS AND VALVES

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. FIRE HYDRANT LINES

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. FREEZING PROTECTION

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. DIMENSIONING

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.
For example: 1 washbasin 1/2”


Coldwater 0.5 U
Warmwater 0.5 U
Total Units 1.0 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
(Head above 40 meters)

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. TESTING OF A NEW INSTALLATION

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
(Tap. Faucet)

BIB COCK WITH HOSE CONNECTION

PILLAR COCK

PILLAR COCK SWIVEL

ANGLE STOP COCK

GLOBE VALVE
(Stop cock, female)

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°
(made out of steel tubes)

BEND 45°
(made out of steel tubes)

ELBOW 90°
female equal + reducing

ELBOW 90°
male * female equal + reducing

6

8

90

92

TEE
female

CROSS
female

SIDE OUTLET ELBOW female

SIDE OUTLET TEE female

130

180

221

223

REDUCING SOCKET
female

REDUCING BUSH
female + male

RED. HEXAGON
male

RED. SOCKET
male + female

240

241

245

246

SOCKET

PLUG

BACKNUT

CAP

270

291

310

300

FLANGE

UNION
flat sheet female

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
with pressure reducer valve

LOW - PRESSURE CONNECTION
with air - pipe

PRESSURE CONNECTION
with cistern for pressure reducing
(or via roof tank)
HIGHLY RECOMMENDED

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
SEPARATE FEED LINE TO HOT WATER TANK
(= NO NON-RETURN VALVE)
DIVIDED CONNECTIONS FROM HOTWATER TANK TO TAPS
FOR SPEEDY AND ECONOMICAL HOTWATER SUPPLY.


Figure

TABLE 1/20 - HOTWATER SUPPLY

EXAMPLE No 3:

TWO FLAT HOUSE, WITH SEPARATE HOTWATER TANK
WITH SEPARATE FEED LINES TO HOT TANK (= NO NON-RETURN VALVE)


Figure

TABLE 1/21 - HOTWATER SUPPLY

EXAMPLE No 4:

MULTISTORY BUILDING
WITH SEPARATE FEED LINES TO HOTWATER TANKS
EACH HOTWATER TANK HAVING 1 VALVE, 1 NON-RETURN VALVE
AND 1 SAFETY VALVE.


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.
house-installations appr.

50% (to the effective length).
100% (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 3/4”Æ 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)




















































1. SCOPE


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.

2. FIELD OF APPLICATION


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
b) Divided 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.



Figure

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. TERMS AND DEFINITIONS

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.



Figure

3.520

Direct Side Vent System - Parallel to the stack (leader) lead vent pipe, which is connected on each floor with the stack.



Figure

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.



Figure

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.



Figure

4. PRINCIPLES OF INSTALLATION

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. PRINCIPAL REQUIREMENTS FOR PARTS OF PIPELINE

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. PRINCIPAL REQUIREMENTS FOR DRAINAGE APPLIANCES

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.



Figure

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.



Figure


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.



Figure



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. PRINCIPLES FOR THE PLANNING AND FITTING OF DRAINAGE PIPES

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.



Figure

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



Figure

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.



Figure

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).



Figure



Figure

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



Figure

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



Figure



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.



Figure

7.560

Series of rainwater pipes - Collected, with siphon and with connection to sewer, as indicated below.



Figure

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.



Figure


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.



Figure

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:



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



Figure

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.



Figure



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.



Figure



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).



Figure

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.



Figure

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.



Figure

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.



Figure



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.


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.



Figure



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.



Figure

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°.



Figure

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.).



Figure

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°.



Figure

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

2

5

3

6

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.



Figure

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)



Figure


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).



Figure


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



Figure


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.



Figure


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. SANITARY APPARATUS (Fixture, Appliance)

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.



Figure

8.200

WASTE COUPLING AND SIPHON


The waste outlet and siphon of a sanitary apparatus can consist of the following parts:



APPLIANCE WITH WASTE COUPLING AND SIPHON



DETAIL OF WASTE COUPLING OF APPLIANCE

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:


a) Single trap for range of basins



Figure


b) Range of lavatory basins or showers



RANGE OF LAVATORY BASINS OR SHOWERS

9. VENTILATION

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.



Figure

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


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.



Figure


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


Vent pipes require a minimum slope of 1%, for the drainage of the expected condensed water.

10. RAIN 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


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.



Figure

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.



Figure

10.600

OUTSIDE RAIN WATER LEADERS (=DOWNPIPES)


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.



Figure

10.800

RAINWATER OUTLETS


The funnel and gutter outlets have to be conical, in order to ensure proper swallowing of rain water.



Figure

10.900

SAFETY OVERFLOW


Flat roofs are to be provided with a safety overflow!

11. MATERIALS

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.



Figure

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.



Figure

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.



Figure

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:



Figure


Alternatively, instead of having half-shells, one could provide a greater number of appropriate clamps.



Figure



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
For all sewers and drains in all soils, except where supports are required as in made-up ground, glazed stoneware pipes may be used. They are suitable particularly where acid effluents or acid subsoil conditions are likely to be encountered. Salt glazed stoneware pipes shall conform to accepted standards.

12. PRINCIPLES OF CALCULATION

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:



- 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


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:
Vs max. =


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)



Figure


Reading example:

known: 20 flats at 5 SV = 100 SV
wanted: Probable Maximum Load
solution: Vs =

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)


Figure



- 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. DIMENSIONING

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
in mm


Drainage device with relevant siphon

Connector
pipe

Connector
and branch
pipe, 2)

Siphon exit
& connection
(excl. self-
siphonage
apparatus)



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.
in mm

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
in mm

max. permitted numbers
SV

largest single
SV

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
in mm

max. permitted numbers
SV

largest single
SV

vent pipe
in mm

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.
in mm

max. permitted numbers

Vs-1)
permitted
[1/s]

side
vent
i.d.
in mm



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.
in mm

max. permitted numbers


Vs-1)
permitted
[1/s]

side
vent
i.d.
in mm


SV
Total

WC
Total

per
storey



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.
in mm

slope in % -3)

i.d.
in mm


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 Æ

3) 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.



Figure

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. INSPECTION AND TESTING

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.
- Ventilation: each house requires at least one ventilation pipe (100 0)
- All ground pipelines to be of min. 100 mm inner diameter


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
alternatively vent pipe could lead into soil stack


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
44/50

57Æ
57/63

83Æ
83/90

100Æ
100/110

PIPES HOPE






























PIPES TOTAL





BRANCH 90°











BRANCH 60°











BRANCH 45°











BRANCH 90°
RED 100Æ

100/44

100/57

100/83








BRANCH 90°
RED. 83Æ -

83/44

83/57









BRANCH 90°
RED 57-44Æ

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
WASTE COUPLING

44x5/4”

44 x 1 1/2









WASHBASIN
SIPHON SOCKET

44










WC SOCKET
W. RUBBER SEAL





RING SEAL
SOCKET











SCREW-THREADED
SOCKETS











CLAMPS












CEMENT FIXATION











SADDLE CLAMP






SCREW/DOWEL

















PART 3 - DRAWINGS/DESIGN

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
2 offices

students
employees

3-4
2-3

4- 5
3-4

3-4
2-3

2-3
-

2- 3
-

3 industries
4 hotel/rest.

Employees
seats

2-3
3-4

3 -
4- 5

2-3
3- 4

6-7
-

6-7
-

5 restaurants
6 swimmingpool

seats
locked boxes

4- 5
5- 6

5- 6
6-

4- 5
6-

-
5-6

-
5- 6

7 theatres
8 barracks

visitors
persons

6
5

6-7
3-4

5- 6
3- 4

-
5-6

-
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 accessible

2. 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
Stop valves
(i.e. gate valves, butterfly valves)

1 14

Apparatus
(without rotating parts)

1 15

Apparatus
(without rotating parts)

1 16

Indicating and recording instruments

1 2

General Symbols





1 201

Pipes





1

Pipe

2

Contents of pipe:
Method A:
Designation by printing the nature of contents above or in the line

3

Contents of pipe:
Method B:
Designation by different lines
(example on the left)

4

Contents of pipe:
Method C:
Designation by coloured * lines according to the colour code used in the industries

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
/= highest level



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
without rotating parts
(with exact description)

2

Apparatus
with rotating parts
(with exact description)

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


Figure

5/4 x 50
(or 57)

1

1/2”

2.0

2 Shower


Figure

1 1/2 “ x 50
(or 57)

1

1/2

2.0

3 Lavatory (wash basin)


Figure

5/4 x 40
(or 32)

0.5

1/2

0.5

4 Bidet


Figure

5/4 x 40
(or 32)

0.5

1/2

0.5

5 Water closet, low tank


Figure

100 mm

2.5

1/2

0.5

6 Water closet, high tank


Figure

100 mm

2.5

1/2

0.5

6a Water closet floor pan


Figure

100 mm

2.5

1/2
Cleaning
1/2

0.5
tap:
0.5

7 Water closet with tank built into wall


Figure

100 mm

2.5

1/2

0.5

8 Automatic water closet


Figure

100 mm

2.5

1/2

0.5

9 Urinal, wall type


Figure

5/4 x 50
(or 57)

1.0

1/2

1.0

10 Service sink


Figure

1 1/2 x 50
(or 57)

1.0

1/2

1.0

11 Laundry trough


Figure

1 1/2 x 50
(or 57)

1.0

1/2

1.0

12 Wash sink


Figure

1 1/2 x 50
(or 57)

1.0

1/2

1.0

13 Wash fountain


Figure

1 1/2 x 50
(or 57)

1.0

1/2

1.0

14 Single kitchen sink with drain board


Figure

1 1/2 x 50
(or 57)

1.0

1/2

1.0

15 Double kitchen sink with drain board


Figure

1 1/2 x 50
(or 57)

1.0

1/2

1.0

16 Washing machine


Figure

1 1/2 x 50
(or 57)

1.0
up to 6 kg

1/2

2.0

17 Clothes dryer (tumbler)


Figure

1 1/2 x 50
(or 57)

N.A.

N.A.

N.A.

18 Centrifugal dryer (electric)


Figure

5/4 x 40
(or 32)

0.5



19 Water heater


Figure

Probably
safety
valve
drainage

nil

As per total
connected units
of hot water taps

20 Gas water heater


Figure



Gas




Valve

m3/h


N.A.

N.A.

As of indications
on apparatus

21 Gas cooker


Figure

N.A

N.A

1/2

as of indication on
apparat.




Drinking water




Valve

Units

22 Automatic dish washer


Figure

by hose
pipe into
kitchen
sink
siphon

not to be
counted
for, if
fitted into
sink siphon




otherwise

1/2

1.0


1 1/2 x 50
(or 57)

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
hose connection

7

Twin regulator valve

8

Mixing valve with bypass

9

Pillar tap

10

Mechanical mixer

11

Thermostatic mixer

12

Mechanical mixer
with manual valves

13

Thermostatic mixer
with manual valves

14

Mechanical mixer with
regulator and manual valves

15

Thermostatic mixer with
regulator and manual valves

16

Mechanical mixer
with bypass

17

Thermostatic mixer
with bypass

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
Pipe coupling

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
(sludge separator)

2

Grease trap

3

Mineral oil separator

4

Fuel oil lock

5

Double non - return lock

6

Control well (open system)

7

Control well
(closed system)

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
gas burner

4

Gas fuelled flow - heater
with atmospheric burner

5

Dual fuel boiler vertical hot
water storage tank mounted
on top (capacity e. G. 120 litres)

6

Oil fired boiler with hot
water storage tank (horizontal)
mounted on top
(capacity e.g. 100 litres)

7

Dual fuel boiler vertical hot
water storage tank (vertical) mounted
on side (capacity e.g. 200 litres)

8

Dual fuel boiler with hot
water flow - heater

3 2


Storage heaters and heat exchangers

1

Electric storage heater
with ceramic core power: e.g 50 kw

2

Electric storage heater
for water
capacity: e.g. 500 litres
power: e.g. 10 kw

3

Electrically heated flow type water heater
power: e.g. 5 kw

4

Horizontal water to water
heat exchanger

5

Heat exchanger
cooling the secondary circuit

6

Heat exchanger with
co - axial tubes

7

Vertical hot water tank with
fixed heating coil at bottom

8

Vertical hot water with
removable heating call

9

Vertical hot water tank with
double jacket!

10

Horizontal water heated
steam generator with
removable heating coil

11

Water heater in several
segments




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
no distance to the wall

Hanger

Front


Combined system
might be usefull in installation shafts,
but only where not exposed to outside
conditions.

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
I.S.W.G.

Thickness in
mm

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.
in mm

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 - VALUE

1) HORIZONTAL CONNECTOR PIPE, I.D 44 UP TO MAX 2.0 M

Branch- and connector pipes, without secondary vent.

i.d.
in mm

max. permitted numbers
SV

largest single
SV

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

FURTHER READINGS

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
The Institute of Plumbing,
64 Station Lane, Hornchruch/Essex RM12 1BR, U.K.

4)

Symbols for mechanical installations in buildings
(German, French, Italian, English)
Schweiz. Ing.- und Architekten-Verein
Postfach, 8039 Zurich, Switzerland

5)

Water Installation and Drainage System
by F. Hall, 1978
The Construction Press (Longman Group)
Lancaster, England

6)

Solar Water Heaters in Nepal/Manufacturing and Installations
by A. Bachmann and H. Waldvogel
a publication by MTC/Nepal and SKAT/Switzerland
SKAT, Varnbuelstrasse 14, CH- 9000 St. Gallen, Switzerland

7)

PLUMBING SERVICES:


Volume I
Volume II
Volume III
Volume IV

1982 Basic Skills, Water Supply
1982 Waste Disposal, Roof Plumbing
1986 Gasfitting
1986 Mechanical Services. Air Conditioning


by: R.J. Puffet and L.J. Hossack
McGraw-Hill Book company, Sidney
4 Barcoo Street, Roseville, NSW 2069, Australia

8)

MATHEMATICS - PLUMBERS AND PIPEFITTERS
by: Bartholomew D'Arcangelo, et al.
DELMAR PUBLISHERS INC., USA, 1968
(Library of congress Catalog Card No: 68-29997)

9)

PLUMBING AND HEATING
by: F. Hall (reprinted 1981)
The Macmillan Press, Ltd, London and Basingstoke

10)

HOME PLUMBING
by: F. Hall (reprinted 1983)
David and Charles (Publishers) Newton Abbot, London

11)

PLUMBING - HOT WATER SUPPLY AND HEATING SYSTEMS
by: F. Hall
Longman Scientific & Technical, Longman House, Burnt Mill, Harlow, Essex CM20
2JE, England

FURTHER PUBLICATIONS ON THIS SUBJECT IN SKAT'S BOOKSHOP

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

BACK COVER

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