1Department of Processing & Food Engg., CAET, JAU, Junagadh-362001
2College of Agril. Engg. & Technology, JAU, Junagadh-362001
3Department of Soil and Water Engineering, CAET, JAU, Junagadh-362001
4Department of Soil and Water Engineering, CAET, JAU, Junagadh-362001
*email: ppvora@jau.in
Online published on 9 December, 2016.
The CCLP model was developed and applied at 20% risk level to selected area of Junagadh Campus of Junagadh Agricultural University. The optimal periodic water storage of water harvesting system and optimal cropping pattern were determined using the model. The optimal design capacity of water harvesting system was observed as 71.5 ha-m with a cost-benefit ratio of @1.5.
CCLP model, water harvesting, stochastic parameter, irrigation requirement, runoff