Dry season discharge and sediment yield of the northern tributaries of the Kathmandu Valley, Central Nepal

Rajkumar Lama, N. Tamrakar
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引用次数: 1

Abstract

Population growth, urbanization and improper land use practice cause change in natural behavior of the river system. In this point soil erosion and sediment deposition in the river channel adversely bring environmental problems like variation in discharge, surface water physical quality, sediment transportation capacity, sediment yield and stream power. In lack of proper research and planning, disasters like flooding, failure of engineering structure, bank erosion and imbalance in aquatic ecosystem can be seen. To better understand the stream, present work was carried out to determine the discharge, sediment transportation capacity, sediments yield and stream power of northern major tributaries of the Bagmati River. Subsequent to this, relations between the two or more than two morpho-hydraulic parameters with the discharge and sediments load were evaluated.The northern Bagmati River basin occupies an area of 3750 sq. km and lies within 26°42’ and 27°50’ N latitude and 85°02’ and 85°58’ E longitude. The Bagmati River, non-glacial perennial river, consists of four main tributaries contributing from the northern part of the Bagmari River basin. They are the Manahara River, Bagmati River, Dhobi Khola and the Bishnumati River. The four major tributaries including the Bagmati River were upto sixth stream order. The study revealed that water discharge varied from 0.033 to 1.983 m3/s and the grain size distribution d50 ranged from 0.0002 to 0.0250 m. The study found that the suspended load for dry season varied from 5.93 to 916 mg/L and the bed load from 6 to 393711 tonnes/day. The total sediment yield ranged from 0.58 to 22029.64 tonnes/km2/day. The boundary shear stress and critical shear stress ranged from 0.03 to 30.87 N/m2 and 0.05 to 0.06 N/m2, respectively. The stream power per unit channel width was found to vary from 0.001 to 0.06 KNm/s/m2 for tributaries. Except at few sites, the rest of the sites of the studied river exhibit competency and good capability of sediment transport of the rivers. This study helps to implement proper engineering hydraulic practices around the river corridors.Bulletin of the Department of Geology, Vol. 19, 2016, pp. 29–44
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尼泊尔中部加德满都谷地北部支流的旱季流量和产沙量
人口增长、城市化和土地利用不当导致了河流系统自然行为的变化。在这一点上,河道的水土流失和泥沙淤积带来了流量变化、地表水物理质量、输沙能力、产沙量和水流动力等不利的环境问题。由于缺乏适当的研究和规划,洪水、工程结构破坏、河岸侵蚀、水生生态系统失衡等灾害随处可见。为了更好地了解这条河流,本研究对巴格马提河北部主要支流的流量、输沙能力、产沙量和河流功率进行了测定。随后,评估了两个或两个以上形态水力参数与流量和泥沙负荷之间的关系。巴格马蒂河北部流域面积为3750平方公里。位于北纬26°42′和27°50′,东经85°02′和85°58′。巴格马提河是一条非冰川多年生河流,由四条主要支流组成,来自巴格马提河流域的北部。它们是Manahara河,Bagmati河,Dhobi Khola河和Bishnumati河。包括巴格马提河在内的4条主要支流达到了第6级。研究表明,流域水量变化范围为0.033 ~ 1.983 m3/s,粒径分布范围为0.0002 ~ 0.0250 m。研究发现,旱季悬空负荷在5.93 ~ 916 mg/L之间,床负荷在6 ~ 393711 t /d之间。总产沙量为0.58 ~ 22029.64吨/km2/d。边界剪应力范围为0.03 ~ 30.87 N/m2,临界剪应力范围为0.05 ~ 0.06 N/m2。研究发现,各支流每单位通道宽度的水流功率在0.001至0.06 KNm/s/m2之间变化。除个别地点外,其余地点均表现出良好的河流输沙能力。该研究有助于在河流廊道周围实施适当的工程水力实践。地质学报,2016年第19卷,第29-44页
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