Evaluation of water supply potential from small watersheds in Yemen
An overview is given for the general characteristics of the Republic of Yemen (ROY) related to water resources management and developments. The hydrological data needed for development processes of water supply projects in ROY are scarce or do not exist especially for small scale projects. For...
Main Author: | |
---|---|
Other Authors: | |
Language: | en_US |
Published: |
The University of Arizona.
1996
|
Online Access: | http://hdl.handle.net/10150/626806 http://arizona.openrepository.com/arizona/handle/10150/626806 |
Summary: | An overview is given for the general characteristics of the Republic of
Yemen (ROY) related to water resources management and developments. The
hydrological data needed for development processes of water supply projects in
ROY are scarce or do not exist especially for small scale projects. For this case of
inadequate data, some theoretical and empirical models used in evaluating
resources potentials from small watersheds are presented through the different
chapters and applied in Wadi Surdud catchment area as a case study. The applied
models include SCS curve number method and the Modified Universal Soil Loss
Equation (MUSLE). Direct runoff estimations were computed using the curve
number method with daily rainfall data for 1988- 1992. For this estimate, the
catchment area was divided into three basins, and the average rainfall was obtained
using Thiessen polygon method. The annual water yields for each basin were
obtained from the estimated direct runoff. These annual water yield volumes are
then used in constructing the needed flow duration curves and in obtaining a runoff
general equation with curves for extraction the equation's coefficient of each basin
for different conditions ofCNs.
Due to the deficiency of the required data for applying the MUSLE, it was
applied only for basin# 2 in Wadi Surdud. The purpose of this application was to demonstrate the procedures for determining the different variables of the equation
and for developing general curves for use in estimating the sediment yield directly
from the relationship between the peak flows and the cropping factor. The
developed models of predicting both of water yields and sediment yields can be
improved to produce more reliable results by obtaining more accurate data for
Wadi Surdud. |
---|