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Andreini, M., Schuetz, T., Senzanje, A., Rodriguez, L., Andah, W., Cecchi, P., Boelee, E., Giesen, N., Kemp-Benedikt, E. and Liebe, J. (2009) Small Multi-Purpose Reservoir Ensemble Planning. Project Number 46, Small Multi-Purpose Reservoir Ensemble Planning CGIAR Challenge Program on Water and Food Project Report Series.
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has been cited by the following article:

• TITLE: Estimation of Small Reservoir Sedimentation in Semi-Arid Southern Zimbabwe

  AUTHORS: Tavengwa Chitata, Francis Themba Mugabe, Japhet Joel Kashaigili

  KEYWORDS: Hydrographic Survey, Sedimentation, Semi-Arid Area, Small Reservoir, Water Resources

  JOURNAL NAME: Journal of Water Resource and Protection, Vol.6 No.11, August 20, 2014

  ABSTRACT: Small surface reservoirs play an important role of providing ready and convenient source of water for various uses in semi-arid areas which are characterized by erratic and low rainfall. Lack of current data on reservoir capacity loss due to sedimentation is one of the challenges to the sustainable management of surface reservoirs. The study investigated the capacity loss due to sedimentation from 2000-2012, and estimated the trap efficiency of the Mutangi reservoir which is located in semi-arid Chivi, Southern of Zimbabwe. Hydrographic surveys, grab sampling and water depth-capacity methods were used to determine the capacity of the dam as of 2012. To compute capacity loss from 2000 to 2012, the 2000 and 2012 dam capacities were compared whilst the trap efficiency of the reservoir was determined using a set of empirical models that relates trap efficiency to the capacity-watershed area ratio and capacity-inflow ratio. The results show that Mutangi reservoir has a trap efficiency of 95% - 98% (av = 96.4%) and has lost 37% of its capacity due to sedimentation in 12 years (2000 and 2012). Rates of sedimentation were 8539 t·yr-1, 9110t·yr-1 and 8265 t·yr-1 for the hydrographic survey, grab sampling and water depth-capacity method respectively, and the little difference in these figures demonstrates that any method can be used to determine sedimentation rates. The area specific sediment yield (ASY) ranged from 14 - 15.5 t·ha-1·yr-1 (av = 14.956 t·ha-1·yr-1). At the current rate of sedimentation the projected dead level of the reservoir will be lost to sedimentation in 8 years while the useful life of the reservoir is estimated to be 30 years. Capacity loss due to sedimentation is further complicating the already strained water scarcity situation in semi-arid areas and management decisions should be made based on the current sedimentation rates estimated by different methods. These results imply that management practices that reduce erosion, hence sedimentation in these small reservoirs should be practiced in order to prolong their lifespan.