Development of a Hydrodynamic Model for Regulating Water Drainage of Reservoir and Water Resources Management, Lamtakong Watershed of Thailand

Banchongsak Faksomboon
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引用次数: 1

Abstract

The goal of this research was to develop a hydrodynamic model (HDD-M) for water resource management in the Lamtakong Watershed (LTKW), as well as to simulate three scenarios: 1) Current land use conditions in 2021, 2) Forecasting predicted land-use changes in 2024, and 3) Water drainage regulation of the Lamtakong Reservoir (LTKR) for water resource management in 2024. The Soil and Water Assessment Tool (SWAT) model and Geographic Information System (GIS) program were used to estimate and simulate the amount of Surface Runoff (S), Sediment Yield (SED), Carbonaceous Biochemical Oxygen Demand concentration (CBOD), and Nitrate concentration (NO3) based on a comparison of simulated and observed data. In scenario 1, the S, SED, CBOD, and NO3 were calculated to be 238.44 million cubic meters (MCM), 840,613.68 tons per year, 2.38 mg/L, and 7.36 mg/L, respectively. In the second scenario, the S decreased to 14.75 MCM, whereas SED, CBOD, and NO3 increased to 56,757.48 tons, 0.56 mg/L, and 0.79 mg/L, respectively, when compared to scenario 1, (Scenario 2). Scenario 3 demonstrated that during the dry season of November to June, the standards of surface water were CBOD and NO3, and that increasing LTKR drainage can help prevent the deterioration of water yields. As a result, the HDD-M, which includes the reservoir's controlling water drainage, may need to be considered to satisfy water resource management goals. 
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泰国Lamtakong流域水库排水调节水动力模型的建立与水资源管理
本研究的目标是建立一个水动力模型(HDD-M),用于拉姆塔贡流域(LTKW)的水资源管理,并模拟3种情景:1)2021年土地利用现状,2)预测2024年土地利用变化,3)拉姆塔贡水库(LTKR)的排水调节用于2024年水资源管理。利用水土评估工具(SWAT)模型和地理信息系统(GIS)程序,在模拟和观测数据对比的基础上,对流域地表径流量(S)、产沙量(SED)、碳质生化需氧量(CBOD)和硝态氮(NO3)浓度进行了估算和模拟。在方案1中,S、SED、CBOD和NO3分别为23844万立方米/年、840613.68吨/年、2.38 mg/L和7.36 mg/L。与情景1、(情景2)相比,情景2中S减少至14.75 MCM, SED、CBOD和NO3分别增加至56,757.48 t、0.56 mg/L和0.79 mg/L。情景3表明,11 ~ 6月旱季地表水的标准为CBOD和NO3,增加LTKR排水有助于防止产水量恶化。因此,可能需要考虑HDD-M,其中包括水库的控制排水,以满足水资源管理目标。
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