| dc.description.abstract | One of the obstacles to the development of Tongas District -
Probolinggo Regency as an agropolitan area is the Limited of
availability of water in Tongas Village. Kelampok village only has
technical fields area of 105 hectares (14.45%) and the rest are
rain-fed. The goverment of Probolinggo regency plans to develop
Kelampok Reservoir. This study aims to research the potential of
land and water for development of Kelampok Reservoir as a
Water source for agriculture. To develop the Kelampok Reservoir
engineering model, required main discharge, the location of the
reservoir plan, and flood discharge. The results of the main
discharge calculation using tank model had a maximum
discharge of 332 L/s in The first decade do March and The
discharge si only available for November to May. Hydrologically
and geologically, the study area has an average rainfall of 1,430
mm/y with the type of Oldeman Climate classification is D4 and
dominated by regosol soil types (96.60%). Kelampok Reservoir is
engineered with (i) the full capacity of catchment is 7.103 m3
and the effective capacity is 6,877 m³, (ii) the reservoir has a
total width of 10.00 m and an effective width is 9.20 m, and (iii)
planned to operate from early July to September (10 decades/10
days) with an discharge output of 789 L/d or 0.913 L/s. | en_US |
