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
2015年
2期
174-177,181
,共5页
全强%王文君%吴英杰%陈晓俊%周泉成
全彊%王文君%吳英傑%陳曉俊%週泉成
전강%왕문군%오영걸%진효준%주천성
ArcGIS%HEC-RAS%水库下游河道%防洪能力%错峰%洪水演进
ArcGIS%HEC-RAS%水庫下遊河道%防洪能力%錯峰%洪水縯進
ArcGIS%HEC-RAS%수고하유하도%방홍능력%착봉%홍수연진
ArcGIS%HEC-RAS%downstream channel of reservoir%flood protection ability%peak-alterna-tion%flood routing
针对艾不盖河流域水流复杂、资料短缺及水库下游河道两岸保护对象实际情况,本文将3S技术与水力学耦合对水库下游防洪方案进行研究,建立了以ArcGIS为平台,实时加载遥感影像资料,耦合HEC-RAS的艾不盖河塔令宫水库下游河道以及两岸区域模型。模拟了天然洪水以及塔令宫水库经水库错峰运用后,水库下游河道及两岸区域的洪水演进情况,确定水库下游河道现状防洪能力。在此基础上确定防洪工程总体布置方案,通过不同方案工程总投资对比分析确定塔令宫水库下游防洪方案为:塔令宫水库通过错峰运用,溢洪道及泄洪洞闸门开启自由泄水,水库不增加防洪库容,水库下游单独整修和新建堤防。
針對艾不蓋河流域水流複雜、資料短缺及水庫下遊河道兩岸保護對象實際情況,本文將3S技術與水力學耦閤對水庫下遊防洪方案進行研究,建立瞭以ArcGIS為平檯,實時加載遙感影像資料,耦閤HEC-RAS的艾不蓋河塔令宮水庫下遊河道以及兩岸區域模型。模擬瞭天然洪水以及塔令宮水庫經水庫錯峰運用後,水庫下遊河道及兩岸區域的洪水縯進情況,確定水庫下遊河道現狀防洪能力。在此基礎上確定防洪工程總體佈置方案,通過不同方案工程總投資對比分析確定塔令宮水庫下遊防洪方案為:塔令宮水庫通過錯峰運用,溢洪道及洩洪洞閘門開啟自由洩水,水庫不增加防洪庫容,水庫下遊單獨整脩和新建隄防。
침대애불개하류역수류복잡、자료단결급수고하유하도량안보호대상실제정황,본문장3S기술여수역학우합대수고하유방홍방안진행연구,건립료이ArcGIS위평태,실시가재요감영상자료,우합HEC-RAS적애불개하탑령궁수고하유하도이급량안구역모형。모의료천연홍수이급탑령궁수고경수고착봉운용후,수고하유하도급량안구역적홍수연진정황,학정수고하유하도현상방홍능력。재차기출상학정방홍공정총체포치방안,통과불동방안공정총투자대비분석학정탑령궁수고하유방홍방안위:탑령궁수고통과착봉운용,일홍도급설홍동갑문개계자유설수,수고불증가방홍고용,수고하유단독정수화신건제방。
Aimed at the characteristics of complex flow , data shortage , and protected object of Aibugai River basin , the paper coupled 3 S technology with hydraulics to research flood control scheme in the downstream of reservoir , and built the regional model in downstream chanel of Talinggong reservoir of Aibugai river and its two sides coupled with HEC-RAS based on ArcGIS platform , real-time loading of re-mote sensing images .It simulated the flood routing in the downstream after the operation of natural floods and.And then,it determined the actual flood protection ability of the channel .Based on the results of simulation , the general layout of flood control project was determined .The flood protection scheme was determined through comparing the total investment of different programs which is that after the operation of peak-alternation of the reservoir ,to open the spillway and spillway gate for free discharge .The reservoir does not increase the flood storage and the downstream of reservoir is separately repaired and the new dike is built .