Cover Image
close this book Rainwater Reservoirs above Ground Structures for Roof Catchment
View the document Preface
close this folder 1. Introduction
View the document 1.1 Brief outline of the history of rainwater catchment technologies
View the document 1.2 Rainwater catchment at public buildings in Lobatse, Botswana
View the document 1.3 Water saving and reuse of water
close this folder 2. Catchment possibilities and choice of reservoir types
View the document 2.1 Cost-benefit ratio
View the document 2.2 Introduction of the different types of reservoirs and their advantages
View the document 2.3 History of ferro-cement
View the document 2.4 Calculation of rainwater volume and choice of reservoirs
close this folder 3. Material testing and mixing
View the document 3.1 Sand
View the document 3.2 Water
View the document 3.3 Cement
View the document 3.4 Reinforcement
View the document 3.5 Mixing cement plaster
View the document 3.6 Curing
View the document 4. Installation of a corrugated iron tank
close this folder 5. Construction of ferro-cement reservoirs
View the document 5.1 Reservoir without mould¹
View the document 5.2 Reservoir with factory-made mould¹
View the document 5.3 Reservoir with made-on-site mould¹
View the document 5.4 Repair of ferro-cement reservoirs
close this folder 6. The reinforced bricktank
View the document 6.1 The technology
View the document 6.2 Tendering a reinforced bricktank
View the document 6.3 Tables of material and quantities
View the document 7. Gutters and downpipes
View the document Appendix: Technical drawings

3.1 Sand

The sand to be used for ferro-cement is the same as is used for waterproof cement plaster applied to bricktanks. The sand has to be clean and well graded. This means having grains of many sizes, but 90% should still pass through a mosquito wire sieve. Sand must be clean, because like water it may have some impurities that weaken the cement bond, such as clay, silt and organic matter. Dirty sand can be washed by repeatedly rinsing with water. This should be done on a well-prepared sloping ground by pouring water on the sand while turning it with shovels. The dirt must run off, otherwise the effect is minimized. If sand has to be washed afterwards, it is too wet for ferro-cement plaster and should be given time to dry partly while turning it with shovels three times a day. There are two easy field tests for determining if the sand needs to be washed:

1. Rub a moist handful of sand between your palms. Suitable sand will leave hands only slightly dirty.

2. Fill a clear glass container 100 mm high with sand. Then fill with water. Shake the glass vigorously, place it on level ground and leave undisturbed for one hour. The sand settles immediately and any silt and clay settle as a dense layer on top. This layer is of another colour than the sand, often darker, and should not be more than 6% of the entire thickness of sand (Fig. 3.1). If you have had 100 mm sand, a 6-mm upper layer of silt or clay is acceptable; if it is more, the sand has to be washed.

If sand is not taken at the site but supplied, so-called river sand is likely to meet the quality demanded. Sand has to be stored close to the mixing area on cleared ground. Before the sand can be used for mixing, it has to be sifted. For this purpose a special sieve has to be made out of galvanized gauze wire supported by chicken wire (see Fig. 3.2). The frame of the sieve must be of boards about 100 mm high so that all material which does not pass the sieve remains on top and cannot fall onto the sifted sand. The sieve is to be used by shaking it. Two men hold the sieve, while another shovels sand onto it, not more than three or four shovel fuls at a time. The two men then shake the sieve backwards and forwards. The clean material will fall through the sieve. The rest has to be put aside in such a way that it cannot accidentally be mixed with either of the two piles of sand, the sifted or the unsifted one. Since shaking the sieve is hard work, it has been observed that people start to make mistakes after some time. It should therefore be made clear in advance that the sifting crews are to be changed. Sifting sand and preparing the mixture are just as important as plastering. The final product, the ferro-cement tank or the plaster of the bricktank, depends very much on the care taken by the staff preparing the mixture and in charge of the material.


figure 3.1


figure 3.2