Developing Sediment Yield Prediction Equations for Small Catchments in Tanzania - Advances in Data, Methods, Models and Their Applications in Geoscience - page 241

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Developing Sediment Yield
Prediction Equations for Small
Catchments in Tanzania
Preksedis Marco Ndomba
University of Dar es Salaam,
Tanzania
1. Introduction
Sediment yield refers to the amount of sediment exported by a basin over a period of time,
which is also the amount which will enter a reservoir or pond located at the downstream
limit of the basin (Morris and Fan, 1998). Estimate of long-term sediment yield have been
used for many decades to size the sediment storage pool and estimate reservoir life.
However, these estimates are often inaccurate especially for small catchments. Besides, it is
known from literature that long term period sampling programmes are required to capture
the high variability of sediment fluxes in these catchments (Horowitz, 2004; Thodsen et al .,
2004). The correlation of sediment yields to erosion is complicated by problem of
determining the sediment delivery ratio, which makes it difficult to estimate the sediment
load entering a reservoir/pond on the basis of erosion rate within the catchment (Morris
and Fan, 1998). Sediment yield from the dam catchment is one of the parameters controlling
sedimentation of small dams. This has to be estimated if future sedimentation rates in a dam
are to be predicted.
Non Governmental Organizations (NGOs) and Government Agencies (GAs) have
constructed thousands of small dams in semi-arid regions of East and Southern Africa
including Tanzania to provide water for livestock and small-scale irrigation (Lawrence et al ,
2004; Faraji, 1995). In Tanzania, in particular, at present it is not known whether the original
storage capacities of these dams still exist as a result of many years of operations. Besides,
irrigation/water supply schemes ponds/reservoirs are normally draining small catchments.
Most of the small catchments are characterized as ungauged. The effective life of many of
these dams is reduced by excessive siltation - some small dams silt up after only 2 years.
This issue is poorly covered in the many small dam design manuals that are available,
which mostly focus on civil engineering design and construction aspects. While a capability
to estimate future siltation is needed to ensure that dams are sized correctly, and are not
constructed in catchments with very high sediment yields, little guidance is available to
small dam planners and designers (Lawrence et al , 2004). Therefore, prediction of sediment
yields from catchments is very important where water resources sedimentation is a serious
problem like Tanzania and construction of dams is needed (Mulengera, 2008).
This chapter discusses also the findings of a few previous representative and related
research works in Tanzania and the region at large as this study is a follow up research.
These studies were selected in order to cover a wide range of study methods.