尼泊尔费瓦湖流域泥沙负荷比较研究

Bikesh Jojiju, R. Subedi
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摘要

本研究评估了费瓦湖Beteni、Lauruk、Andheri和Harpan四个子流域的泥沙负荷潜力,并估算了2020年的产沙量。研究了流域地貌、土地利用/覆被、地质、气候、人文和发展等因素,评价了流域泥沙负荷潜力。利用SRTM DEM计算形态计量参数,利用Landsat影像制作土地利用/土地覆被图。地质、降雨数据、人口普查数据和道路地图是从各种二手来源收集的。通过测量各小流域出口截沙池的输沙量,估算了2020年4个小流域的输沙量。结果表明,贝特尼的输沙潜力最大,哈潘的输沙潜力最小。2020年贝特尼、劳uk、Andheri和Harpan流域的产沙量分别为1420.67 m3/km2/年、2280.14 m3/km2/年、1666.77 m3/km2/年和766.42 m3/km2/年。为减少费华湖的淤积,建议定期在排水坡地上维护淤积坝和修建拦河坝,同时在分水流域上游地区采取其他水土保持措施和适当的土地利用措施。
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Comparative study of sediment loading in sub-watersheds of Phewa Lake, Nepal
The present study assessed the potential of sediment loading in Beteni, Lauruk, Andheri, and Harpan sub-watersheds of Phewa Lake and estimated the sediment yield in the year 2020. Morphometry, land use/land cover, geology, climate, and human and development factors of the sub-watersheds were studied to assess the potential of sediment loading in the sub-watersheds. SRTM DEM was used for the computation of morphometric parameters and land use/land cover maps were prepared by using Landsat imagery. Geology, rainfall data, census data, and road maps were collected from various secondary sources. The sediment yields of the four sub-watersheds in the year 2020 were estimated by measuring the sediment volume deposited in the sediment retention ponds at the outlet of each sub-watershed. Results indicated that Beteni had the highest potential for sediment loading, while Harpan had the lowest. Likewise, the sediment yields for Beteni, Lauruk, Andheri, and Harpan sub-watersheds in 2020 were estimated at 1,420.67 m3/km2/year, 2,280.14 m3/km2/year, 1,666.77 m3/km2/year, and 766.42 m3/km2/year, respectively. To reduce sedimentation in Phewa Lake, it is recommended to regularly maintain siltation dams and construct check dams along the drainage slopes, alongside other soil conservation measures and appropriate land use practices in the upstream areas of the sub-watersheds.
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