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Overview of Hydraulics and Simiyu River Sediment Input into Magu Bay, Lake Victoria, Tanzania
Abstract
Lake Victoria is experiencing multifaceted environmental and ecological problems. A study of the problems needs a multidisciplinary approach. to establish the cause-effect relationships. The study focuses on the hydraulics of Lake Victoria's Magu Bay and Simiyu riverine input of suspended sediments and their distribution in the Bay. Sampling in the river mouth and the Bay was conducted aboard an 8m outboard engine wooden boat. Turbidity, currents speed and direction were measured using an "AANDERAA" multi-sensor self-recording current meter model 9 (RCM9). Water depth was measured using an echo-sounder type FISHIN' BUDDY II. Geographical positions of the sampling locations were obtained using a GPS, Model Garmin 12. Suspended sediment concentrations were determined by sampling the water, filtering and weighing the sediments. Data on rainfall and water discharge were obtained from the Mwanza Meteorological office. Statistical analysis shows that cumulative rainfall of 1043 mm and the respective discharges of 98.5 m3/s have a return period of 5 years. A return period of 50 years is expected to have cumulative rainfall of 1403 mm and discharges of 156.7 m3/s. Concentration of suspended particles was highest at the river mouth (1573 mg/l at station 1) and exponentially decreased as one moves away from the river (0.9 mg/l at station 8, a station that was most off-shore from the river mouth). Also, turbidity was higher towards the river and decreased as one moves away from the river mouth. In the first half a kilometre longitudinally from the river mouth, most of the suspended sediment has been deposited its concentration is attenuated exponentially as C/Co = e,Kx, where C is suspended sediment concentration at distance x from the river mouth and Co is concentration at x = 0 (at the river mouth) and k = 2.1 is the attenuation coefficient. Both surface and bottom currents exhibited the same trend as sediment concentration. At the mouth of the river, the surface and bottom current are northward. In the first half kilometre from the river mouth, the current speed has been strongly attenuated from 0.54 m/s to 0.07 m/s. From there onwards, the current speeds are reversed, almost flowing in the opposite direction of the river flow. Simiyu River is a major sediment contributor to the bay ranging from zero on days when there is no water discharge to about 20,000 tons/day in the observed period. It is recommended that a comprehensive and long-term study to cover all river sediment input into the lake be undertaken