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5th International Conference on Rain Water Cistern Systems
"Rainwater Catchment for Future Generations"
Keelung, Taiwan, R.O.C. - August 1991

Section 6: Socioeconomic Aspects and Cost Analysis

Page 336

Derivation Of Some Opportunity Cost Analysis Solutions For Economically Optimal Tank And Catchment Sizes In Rainwater Collection System Design

Carmelo M. Gendrano
Tulungan sa Tubigan Foundation, Inc, Philippines

I. For Constant Catchment Area Size

Assuming an RWCS with known catchment area A, constant and known demand D, and operating under known rainfall pattern and rainfall-runoff relation:

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