Calibration and Validation of Semi-distributed Model of Monthly Stream Discharge Using SUFI-2 Algorithm for Shimsha Catchment, Karnataka, India

Praveen. P, M. S. Ayyanagowdar, S.S. Prakash, B. S. Polisgowdar, B. M. Babu, G.S. Yadahalli, Rajashekhar, M
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Abstract

The Shimsha Catchment employed the Semi-distributed SWAT model for runoff prediction, which considered geographical features, surface vegetation, and soil characteristics. The catchment was subdivided into six sub-watersheds based on geography, natural drainage patterns, and designated discharge points. In the Hydrological Response Unit (HRU) analysis, 136 HRUs were created in SWAT model by incorporating land use and soil maps and defining HRUs with specific threshold percentages. To calibrate and validate the model, simulated values were compared with observed data from stream gauge discharge records. The calibration process utilized the SUFI-2 algorithm integrated into the SWAT-CUP model. The results demonstrated the model's strong predictive capabilities across the entire catchment, achieving calibration values of 0.87, 0.92 and 0.78 for the Nash-Sutcliffe Efficiency (NSE), coefficient of determination (R2) and index of agreement(d) respectively. Parameter selection and ranges were determined by considering the unique characteristics of the study area, recommendations from the model for new parameter ranges, and examination of a 95% probability plot. The analysis of uncertainty highlighted 14 sensitive parameters, with the curve number emerging as the most influential factor, followed by groundwater parameters. Capturing the dynamics of water flow, sediment transport and nutrient cycles to ensure reliable predictions to show the model reliability need to be assessed.
使用 SUFI-2 算法校准和验证印度卡纳塔克邦 Shimsha 集水区月度溪流排水量半分布模型
下沙集水区采用半分布式 SWAT 模型进行径流预测,该模型考虑了地理特征、地表植被和土壤特性。根据地理、自然排水模式和指定排放点,该流域被细分为六个子流域。在水文响应单元(HRU)分析中,SWAT 模型结合土地利用和土壤地图创建了 136 个 HRU,并以特定的阈值百分比定义了 HRU。为了校准和验证模型,将模拟值与溪流测量排水记录中的观测数据进行了比较。校准过程采用了集成到 SWAT-CUP 模型中的 SUFI-2 算法。结果表明,该模型对整个流域具有很强的预测能力,纳什-苏克里夫效率 (NSE)、决定系数 (R2) 和一致指数 (d) 的校准值分别为 0.87、0.92 和 0.78。在确定参数选择和范围时,考虑了研究区域的独特性、模型对新参数范围的建议以及对 95% 概率图的检查。不确定性分析强调了 14 个敏感参数,其中曲线编号是影响最大的因素,其次是地下水参数。需要对捕捉水流动态、沉积物迁移和营养物循环以确保可靠预测进行评估,以显示模型的可靠性。
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