水资源与水工程学报
水資源與水工程學報
수자원여수공정학보
JOURNAL OF WATER RESOURCES AND WATER ENGINEERING
2010年
1期
79-82
,共4页
李慧%靳晟%雷晓云%朱连勇%张翔
李慧%靳晟%雷曉雲%硃連勇%張翔
리혜%근성%뢰효운%주련용%장상
径流模拟%SWAT2005模型%敏感性分析%自动率定
徑流模擬%SWAT2005模型%敏感性分析%自動率定
경류모의%SWAT2005모형%민감성분석%자동솔정
run off simulation%SWAT2005 model%sensitivity analysis%auto-calibration
介绍了SWAT2005模型参数敏感性分析和自动率定模块的原理,并在新疆玛纳斯河流域中进行应用,通过敏感性分析及参数率定前后的结果对比,证明该模块对模型应用的重要性.根据LH-OAT敏感性分析法,辨析出影响玛纳斯河流域径流模拟结果精度的主要参数因子:积雪温度滞后因子(Timp)和基流回退系数(Alpha_Bf).根据SCE参数自动率定法,确定出对径流模拟结果影响较大的11个参数值,并采用连续5年的实测日径流数据对模型进行了验证.结果表明:模型对日流量模拟的相对误差在模型校准期和验证期均小于20%,相关系数R~2高于0.8,Nash-Suttcliffe系数Ens高于0.7,SWAT模型在玛纳斯河流域产流的模拟结果良好,值得进一步推广.
介紹瞭SWAT2005模型參數敏感性分析和自動率定模塊的原理,併在新疆瑪納斯河流域中進行應用,通過敏感性分析及參數率定前後的結果對比,證明該模塊對模型應用的重要性.根據LH-OAT敏感性分析法,辨析齣影響瑪納斯河流域徑流模擬結果精度的主要參數因子:積雪溫度滯後因子(Timp)和基流迴退繫數(Alpha_Bf).根據SCE參數自動率定法,確定齣對徑流模擬結果影響較大的11箇參數值,併採用連續5年的實測日徑流數據對模型進行瞭驗證.結果錶明:模型對日流量模擬的相對誤差在模型校準期和驗證期均小于20%,相關繫數R~2高于0.8,Nash-Suttcliffe繫數Ens高于0.7,SWAT模型在瑪納斯河流域產流的模擬結果良好,值得進一步推廣.
개소료SWAT2005모형삼수민감성분석화자동솔정모괴적원리,병재신강마납사하류역중진행응용,통과민감성분석급삼수솔정전후적결과대비,증명해모괴대모형응용적중요성.근거LH-OAT민감성분석법,변석출영향마납사하류역경류모의결과정도적주요삼수인자:적설온도체후인자(Timp)화기류회퇴계수(Alpha_Bf).근거SCE삼수자동솔정법,학정출대경류모의결과영향교대적11개삼수치,병채용련속5년적실측일경류수거대모형진행료험증.결과표명:모형대일류량모의적상대오차재모형교준기화험증기균소우20%,상관계수R~2고우0.8,Nash-Suttcliffe계수Ens고우0.7,SWAT모형재마납사하류역산류적모의결과량호,치득진일보추엄.
This paper introduced the principle of sensitivity analysis and auto-calibration modules,and it was applied in Manasi watershed. Throngh the comparison of fore-and-aft result and the sensitivity analysis,it was proved that these modules are important for application. According to LH-OAT method,the main parameters which affected the simulated value in this watershed were the Timp and Alpha_Bf. According to SCE method,there were 11 ascertained parameters which had a significant influence on the daily runoff simulation,and the model was validated with 5 years of actual measured data. the results indicated that the relative error of the simulation results in the period of calibration and validation was under 20%,correlation coefficients R~2 exceeded 0.8,Nash-suttcliffes coefficient exceeded 0.7. Therefore,the application of SWAT model in typical watershed in the Manasi was successful and reasonable,and the model deserves to be extended further.