CAJ | 학술논문

为了掌握淮河流域的水情信息，对淮河干流王家坝以上流域的降雨径流进行分析和模拟。采用流域内1985-2007年的站点历史资料对降雨径流进行分析，并且应用分布式SWAT模型，采用SCE-UA算法进行参数自动校准并进行检验，建立降雨径流月尺度模拟模型。分析发现流域年降水量50%集中在6-8月，并且淮南山区息县及潢川子流域的月平均径流和径流系数都大于属于淮北平原区的班台子流域。息县、潢川、班台及王家坝月径流的模拟结果确定性系数分别达到0.77、0.81、0.69和0.80。淮河上游地区的降雨存在明显的季节集中性，并且淮南山区和淮北平原区因地势不同使产流特征不同。流域中水利工程设施的应用对天然降雨径流过程的改变产生很大影响，使班台子流域的模拟结果差于其他子流域。研究区属于径流资料短缺地区，分布式水文模型的建立充分反映了下垫面的已知信息，弥补了径流资料短缺的不足之处。
위료장악회하류역적수정신식，대회하간류왕가패이상류역적강우경류진행분석화모의。채용류역내1985-2007년적참점역사자료대강우경류진행분석，병차응용분포식SWAT모형，채용SCE-UA산법진행삼수자동교준병진행검험，건립강우경류월척도모의모형。분석발현류역년강수량50%집중재6-8월，병차회남산구식현급황천자류역적월평균경류화경류계수도대우속우회북평원구적반태자류역。식현、황천、반태급왕가패월경류적모의결과학정성계수분별체도0.77、0.81、0.69화0.80。회하상유지구적강우존재명현적계절집중성，병차회남산구화회북평원구인지세불동사산류특정불동。류역중수리공정설시적응용대천연강우경류과정적개변산생흔대영향，사반태자류역적모의결과차우기타자류역。연구구속우경류자료단결지구，분포식수문모형적건립충분반영료하점면적이지신식，미보료경류자료단결적불족지처。
In order to obtain information on the water regime of the Huaihe River Basin, the rainfall and runoff in the catchment upstream of the Wangjiaba sub-basin, in the main stream of the Huaihe River, were analyzed and simulated. Historical data from 1985 to 2007 in the basin were used for rainfall-runoff analysis. The distributed SWAT model was used for monthly rainfall-runoff simulation, and the SCE-UA algorithm was used for automatic calibration of parameters. The results show that 50% of annual rainfall was concentrated in the period from June to August. The mean monthly runoff and runoff coefficients of the Xixian and Huangchuan sub-basins in the southern mountainous area were higher than those of the Bantai sub-basin in the northern plain area. The determination coefficients of the simulation results of monthly runoff in the Xixian, Huangchuan, Bantai, and Wangjiaba sub-basins were 0. 77, 0. 81, 0. 69, and 0. 80, respectively. The rainfall in the upstream area of the Huaihe River areas shows a significantly seasonal centrality. The characteristics of runoff of the southern mountainous area and northern plain area are different due to terrain difference. The water conservancy facilities have significant influence on the change of rainfall-runoff processes, resulting in the simulated results of the Bantai sub-basin being inferior to those of other sub-basins. The study area is a runoff data-deficient area, and the distributed hydrological model adequately reflects the given information of the underlying surface, which can offset this deficiency.