• HRISHIKESH R. KANE
• DHIRAJ BHOPLE
• DEEPA TELANG

Efforts have been made to impound the water by constructing storage in the high rainfall area and supply it by gravity to the drought-prone area. However, it is not always possible to impound water at a higher level in the water available area and supply it by gravity to the water-deficient drought-prone area due to geographical constraints. Thus, water is to be stored in the high rainfall area and it is to be lifted and supplied to the drought-prone area. It is necessary to store and utilize the water awarded by the water tribunal to the drought-prone area by lift irrigation when it is not possible to utilize it by flow irrigation. However, the civil component of pump house is an enormous and expensive structure. size of which depends on the Highest flood level, availability of high bank level, minimum drawdown level, approach length etc. The previous researches and the norms depict optimization in the least cost pumping system, analysis and design of the underground retaining wall, analysis and design of the gravitational sub-pumping station, optimization of underground water pumping, geological stability etc. This study aims to reduce the redundancies and excessive provisions by varying the parameters such as type of pump, HFL, MDDL, approach length, site location of the pump house. results may provide a reference for the prevailing design guidelines for underground pumping stations.

Highest flood Level (HFL), Lateral Earth pressure, Lift Irrigation Scheme (LIS), Minimum Drawdown Level (MDDL).

"OPTIMIZATION OF THE PUMP HOUSE LAYOUT FOR LIFT IRRIGATION SCHEME: A REVIEW ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 8, page no.c503-c510, August-2021, Available :http://www.jetir.org/papers/JETIR2108314.pdf

"OPTIMIZATION OF THE PUMP HOUSE LAYOUT FOR LIFT IRRIGATION SCHEME: A REVIEW ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 8, page no. ppc503-c510, August-2021, Available at : http://www.jetir.org/papers/JETIR2108314.pdf