Analysis of River Tributaries’ Streamflow Contribution Using WEAP Model: A Case of the Ngwerere and Kanakatampa Tributaries to the Chongwe River in Zambia

Tewodros M. Tena, F. Mudenda, Alick Nguvulu, P. Mwaanga, J. Gathenya
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引用次数: 2

Abstract

Ngwerere and Kanakatampa Streams are the main tributaries of the Chongwe River. The Ngwerere stream originates from the city of Lusaka and meanders through Lusaka City and Chongwe Town for an approximate distance of 41 km before joining into the upper part of Chongwe River. The Kanakatampa Stream is a tributary of the Chongwe River. It meanders from the Kanakatampa Area for approximately 52 km before discharging into the middle of the upper part of the Chongwe River. The Chongwe River Catchment which is a sub-catchment of the Zambezi Basin drew the attention of researchers and policymakers when the Chongwe River started drying up in the dry seasons causing a water crisis particularly in the downstream regions of the middle catchment. Therefore, it is important from the water resources management perspective, to assess the contribution of tributaries into the flows of the Chongwe River. Ngwerere and Kanakatampa streams are socially, economically, and environmentally important streams for the city of Lusaka and surrounding area. This study, therefore, concentrated on evaluating the flow contribution of the two streams to the Chongwe River using the Water Evaluation And Planning (WEAP) tool. The streamflow data (1970-2010) recorded at the Chongwe Great East Road Bridge gauging station were used in the WEAP embedded Parameter ESTimation (PEST) auto-calibration tool to calibrate (1970-1999) and validate (2000-2010) the model. The monthly streamflow model calibration and validation results were assessed using the correlation coefficient (CC), Coefficient of determination (R2), Nash-Sutcliffe Coefficient of Efficiency (NSE), and Percent bias (PBIAS). The model performance results achieved were PBIAS of 1.24%, CC = 0.81, R2 = 0.66 and NSE = 0.62 during the calibration period and a positive PBIAS of 2.94%, CC = 0.81, R2 = 0.67 and NSE = 0.62 during the validation period. The median of the flows (Q50) was obtained from the historical flow duration curves (FDCs) generated in averaged intervals of 10-year from 1970 to 2019. The results showed that on average, the Ngwerere and Kanakatampa Streams contribute 52.8% and 29.6% respectively, to the flow of the Chongwe River in the upper and middle Catchment. The results also showed that the contribution of the Ngwerere and Kanakatampa Streams to the Chongwe River discharge has been reducing historically at a rate of 0.65% per decade and 1.35% per decade respectively over a period of 50 years (1970-2019). Suggestions for sustainable management of the tributaries such as the Ngwerere and Kanakatampa Streams were provided in this study.
基于WEAP模型的河流支流流量贡献分析——以赞比亚Chongwe河Ngwerere和Kanakatampa支流为例
Ngwerere和Kanakatampa溪是Chongwe河的主要支流。Ngwerere河发源于卢萨卡市,蜿蜒穿过卢萨卡市和Chongwe镇约41公里,然后汇入Chongwe河上游。卡纳卡坦帕溪是冲圭河的一条支流。它从Kanakatampa地区蜿蜒约52公里,然后排入Chongwe河上游的中部。Chongwe河流域是赞比西盆地的一个子流域,当Chongwe河水在旱季开始干涸,导致水危机时,引起了研究人员和政策制定者的注意,尤其是在中部流域的下游地区。因此,从水资源管理的角度来看,评估支流对冲we河流量的贡献是很重要的。Ngwerere和Kanakatampa溪流对卢萨卡市及周边地区具有重要的社会、经济和环境意义。因此,本研究集中使用水资源评估与规划(WEAP)工具来评估这两条河流对冲we河的流量贡献。在WEAP嵌入式参数估计(PEST)自动校准工具中使用了崇威大东路大桥测量站记录的流量数据(1970-2010)来校准(1970-1999)和验证(2000-2010)模型。使用相关系数(CC)、决定系数(R2)、Nash-Sutcliffe效率系数(NSE)和百分比偏差(PBIAS)评估每月流量模型校准和验证结果。在校准期间,获得的模型性能结果为PBIAS为1.24%,CC=0.81,R2=0.66和NSE=0.62,在验证期间,PBIAS为2.94%,CC=0.081,R20.67和NSE=0.72。流量中值(Q50)是从1970年至2019年10年平均间隔内生成的历史流量-持续时间曲线(FDCs)中获得的。结果表明,Ngwerere河和Kanakatampa河对上中游冲圭河流量的平均贡献率分别为52.8%和29.6%。结果还表明,在50年的时间里(1970-2019年),Ngwerere河和Kanakatampa河对Chongwe河流量的贡献在历史上分别以每十年0.65%和每十年1.35%的速度减少。本研究为Ngwerere河和Kanakatampa河等支流的可持续管理提供了建议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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