Paper Details

Warsak hydroelectric dam, located in North-West Pakistan, is subjected to massive sedimentation relatedproblems which has not only resulted in complete silting up of its reservoir but also frequent wear and tear of its 06Nopower generating units. In this case study previous research work carried out by various agencies has thoroughly beenscrutinized. The studies revealed that an average annual sediment transport through the turbines of the plant is 75Metrictons/year with silt contributing towards 50% of the total. In the absence of silt excluding infrastructure the only viableoption left is to manage the reservoir operation to effectively cater for this problem. Previous studies results has deducedthat no structural measures can do anything positive about the sediment transport problem, since they will alwaysencroach on the reservoir and reduce the available flow section, increasing flow velocity and the sediment concentration.It has been found that the sediment transport capacity is exponential with most of the transport occurring in a smallperiod of time. It is thus possible to avoid a large percentage of the sediment intake to the turbines and to reduce the rateof erosion of the turbines by stopping power generation during high flow conditions. If the powerhouse is shut downwhenever the river flow goes over 80,000 cusecs, the sediment intake reduces to 04 Mtons (33% reduction in sedimentintake), while the power production will go down to 1090 GWh per year (2% reduction in power production). During thestoppage period, the available flow can be used to flush the reservoir, taking care of keeping the downstream sedimentconcentration in acceptable values (8 to 16 g/L), and increasing settling capacity on the reservoir. Concerning thehopper system, with 90% efficiency in terms of bed load capture, they will reduce the intake of coarse sediment (coarsesand and pebbles) by 180,000 to 250,000 tons per year, depending on shutdown flow. These are large absolute valuesthat justify the construction of the hopper system. A prefabricated trash cleaning system with much higher cleaningcapacity with fixed rakes operating each of the six trash racks can solve the existing trash problems with greaterefficiency

Engr.Abdul Rahman Badshah, Engr.Nadeemullah, “A Case Study of Sedimentation Management Plan of 243MW Warsak Power Station”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 7, Issue 7, pp. 43-46, July 2020.