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首页> 外文期刊>American Journal of Environmental Sciences >Hydrological and sediment transport simulation to assess the impact of dam construction in the Mekong River main channel.
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Hydrological and sediment transport simulation to assess the impact of dam construction in the Mekong River main channel.

机译:水文和泥沙输送模拟,以评估湄公河主河道大坝建设的影响。

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摘要

The downstream impact of dams is a complex problem in watershed management. In the upper Mekong River watershed and its main channel, dam construction projects were started in the 1950s to meet increasing demands for energy and food production. Dams called the Mekong Cascade were completed on the Mekong River in China, the Manwan Dam in 1996 and the Dachaoshan Dam in 2003. We evaluated the impact of the Manwan Dam and its related watershed development on seasonal water discharge and suspended sediment transportation using hydrological simulations of target years 1991 (before dam construction) and 2002 (after dam completion). Our study area was the main channel of the Mekong River in northern Thailand extending about 100 km downstream from the intersection of Myanmar, Thailand and Laos. We used the MIKE SHE and MIKE11 (Enterprise) models to calculate seasonal changes of water discharge and sediment transport at five points 15-35-km apart in this interval. Sediment load was calculated from a regression equation between sediment load and water discharge, using suspended sediment concentrations in monthly river water samples taken between November 2007 and November 2008. Finally we estimated annual sediment load along the study reach using from both of simulated annual hydrograph and the regression equation. Our simulations showed that after construction of the dam, there was a moderate decrease in peak discharge volume and during the rainy season in August and September and a corresponding increase in the subsequent months. Accordingly, sediment transportation budgets were increased in months after the rainy season. The suspended sediment transportation in Chiang Sean was increased from 21.13 to 27.90 (M ton/year) in our model condition.
机译:大坝的下游影响是流域管理中的一个复杂问题。在湄公河上游流域及其主要水道上,大坝建设项目始于1950年代,以满足对能源和粮食生产不断增长的需求。湄公河大坝分别在中国的湄公河,1996年的漫湾大坝和2003年的大潮山大坝上建成。我们使用水文模拟方法评估了漫湾大坝及其相关流域发展对季节性排水和悬浮泥沙输送的影响。 1991年(大坝建造之前)和2002年(大坝建成之后)的目标年份。我们的研究区域是泰国北部湄公河的主要航道,从缅甸,泰国和老挝的交汇处向下游延伸约100公里。我们使用MIKE SHE和MIKE11(企业)模型来计算在此间隔内相距15-35公里的五个点的排水和泥沙输送的季节性变化。利用2007年11月至2008年11月期间每月河水样本中的悬浮泥沙浓度,根据泥沙负荷与排水量之间的回归方程计算了泥沙负荷。最后,我们使用了模拟的年度水文图和回归方程。我们的模拟显示,在修建大坝后,高峰排放量以及8月和9月的雨季均出现了适度的下降,随后的几个月也相应增加。因此,在雨季后的几个月内增加了泥沙运输预算。在我们的模型条件下,Chiang Sean中的悬浮泥沙输送量从21.13增加到27.90(M吨/年)。

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