1st
International Conference on Rain Water Cistern Systems
Honolulu, Hawaii,
USA  June 1982
Section
3: Design, Cost, And Policy
Page 151
Design And Calculation
Of Rainwater Collection Systems
C.L.P.M.
Pompe
West Java Rural Water Supply, Indonesia
Introduction
Dry seasons occur even in monsoon areas. If there are no nearby wells or rivers,
people will walk long distances to obtain water. A solution to this problem may
be the catchment of rain wateran ancient custom still practiced in many countries
in the world where rainfall is collected during the wet sea. son to use in the
dry season. The questions are (1) what should the volume be of such a rainwater
collection system and (2) how should such a collector be designed?
This paper deals mainly with the first question: the calculation of the volume
of the rainwater collector.
H.M.C. Satijn (1979), who was a former project participant, analyzed the problem
and designed a computer simulation model of the rainwater collection system. Because
computers are not widely available, I was asked to review Satijn's work and to
develop a slide rulecalculation method that could be used by regional technicians.
Thus, a stepbystep method was designed to enable technicians to calculate the
volume of rainwater collectors by using available monthly rainfall data.
The results of the calculation are not sacrosanct because, first of all, the
variables of themselves vary widely, such as consumption or the water demand.
Thus, if 5 litres/person/day is the basis for calculating drinking water needs,
there is no way of knowing the actual use and the variation in conservation and
utilization. What must be borne in mind in the statistical calculation of rainwater
catchment systems is that its accuracy will depend on correct input. It is also
important to be realistic in using the statistical calculation method, rather
than concentrating on complicated statistical computations.
The vital question is "Who pays?" If the farmer (user) pays, he will
construct a 15m3 collector and in the dry season will be conservative in using
his water while praying to Allah that rain will soon fall again. When the government
or an international organization pays, the designer might think of future users
and design a 20 or even 25m3 collector.
The basic principle of this: method is the importance of calculating storage
to provide enough water of the period of the year when there is no rainfall or
when it is insufficient to meet water needs. In the following sections the stepbystep
method and the theoretical background of the method are presented, and the last
section includes some design criteria for the rainwater collection system.
PDF of full document (7pp, 230kb)

Note: The IRCSA proceedings
section is still new and under active management, If you find any problems,
ommissions or corrections please contact
the administrator so we can put things right. 
