Jimma University Open access Institutional Repository

Simulation And Optimization For Operation Of Koka Reservoir

Show simple item record

dc.contributor.author Natan Kefyalew
dc.contributor.author Kassa Tadele
dc.contributor.author Megersa Kebede
dc.date.accessioned 2022-06-08T06:40:51Z
dc.date.available 2022-06-08T06:40:51Z
dc.date.issued 2017-11
dc.identifier.uri https://repository.ju.edu.et//handle/123456789/7367
dc.description.abstract Reservoirs are constructed and operated for multiple purposes and the application of simulation models are efficiently analyze these multi-purpose reservoir’s operations. In Ethiopia the optimization of hydropower potential is the first problem that face the existing hydropower plants; due to poor reservoir operation policy, which leads to unwise use of available water. Unlike most other reservoir; low operating policy of Koka reservoir is critical and most common problem. The present research aims to satisfactorily simulate and optimize the operation of multipurpose reservoir of Koka hydro power plant using HEC-ResSim. The simulation approach indicates an improvement in the reservoir operation in terms of increasing storage volumes, and ensuring reliable releases. HEC-ResSim is one of the simulation models that can simulate reservoirs these contribute a significant amount of water to the water resources system. This model search the space of possible design variable values and identify an optimal operating policy for a given system objective and set of constraints. The input data used for the HEC-ResSim model; daily inflow, daily precipitation, water level and monthly reservoir surface evaporation and Koka dam and reservoir physical data. The Koka reservoir operation modeling has been done with inflow data of four stations of Akaki, Hombole, Melka kuntrie, and Mojo; within twenty years (1996 - 2015) time series data and the precipitation data at the reservoir surface (i.e Koka station) for twenty years (1996-2015). In this study the optimal, maximum and minimum guide curve level is determined. The average optimal guide curve level is 107.88m, maximum guide curve level of 112.43m and minimum guide curve level is 100.4m. The maximum releases from Koka reservoir and net inflow to the reservoir; 5226.94m3 /s and 1968.07m3 /s respectively. The calibration and validation of simulated verses observed values of R2=0.84 and 0.82 respectively and with Nash-Stucliffe model efficiency of 0.81 this value shows the model was correctly simulate the reservoir. en_US
dc.language.iso en_US en_US
dc.subject HEC-ResSim, Reservoir, simulation en_US
dc.title Simulation And Optimization For Operation Of Koka Reservoir en_US
dc.type Thesis en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record

Search IR


Browse

My Account