CAJ | 학술논문

2013年8月15日至17日，抚顺地区出现区域性大暴雨，致使浑河上游北口前站、四道河子站的洪峰流量超过了历史记录，给浑河原设计洪水成果提出重新复核计算的要求。根据本次暴雨洪水过程，结合对历史洪水调查以及历史洪水重现期的分析进行洪峰、洪量频率计算。结果表明，除暴雨中心附近的北口前、红河四道河子水文站设计洪水成果有所变化需要采用新成果外，其它站的设计洪水成果均没有变化或变化很小，因此可继续使用。
2013년8월15일지17일，무순지구출현구역성대폭우，치사혼하상유북구전참、사도하자참적홍봉류량초과료역사기록，급혼하원설계홍수성과제출중신복핵계산적요구。근거본차폭우홍수과정，결합대역사홍수조사이급역사홍수중현기적분석진행홍봉、홍량빈솔계산。결과표명，제폭우중심부근적북구전、홍하사도하자수문참설계홍수성과유소변화수요채용신성과외，기타참적설계홍수성과균몰유변화혹변화흔소，인차가계속사용。
August 15,2013 to 17,in Fushun appear regional heavy rain, resulting in peak flow in the mouth of the former North Station and Sidaohezi station upstream Hun River is over the historical record;it requires recheck the original design flood result.The process according to the Storm and Flood combination of surveys and analysis of historical flood return period of historical floods were peak ,magnanimity frequency calculation. The results showed that,in addition to heavy rain north exit near the center of the Red River Sidaohezi Hydro-logic Station Design Flood vary require the use of external new results ,the results of the design flood of other stations did not change or changes very little ,so it can continue to use.