水利学报
水利學報
수리학보
2013年
9期
1080-1086
,共7页
刘孟凯%邢领航%黄明海%郭辉
劉孟凱%邢領航%黃明海%郭輝
류맹개%형령항%황명해%곽휘
长距离渠系%融冰期%自动化控制%非恒定流%数值模拟
長距離渠繫%融冰期%自動化控製%非恆定流%數值模擬
장거리거계%융빙기%자동화공제%비항정류%수치모의
long distance canal system%ice melting period%automation operation%unsteady flow%simulation
开河前,冰盖糙率增加造成渠道水位上涨,有武开河的可能,易形成冰坝;开河时的水力半径和综合糙率突变造成渠道水位陡降,存在渠道衬砌破坏的危险。本文通过分析渠系融冰期的水力响应特性,从渠系运行安全(水位波动幅度和波动速率较小)角度提出渠系融冰期安全输水模式--适时适量的调节各分水口取水量,基于冰情预报建立了渠系融冰期自动化控制管理模型。该模型在渠系安全高效运行的基础上可加快渠系由冰期输水转为正常输水的过程,增大了渠系的输水效益。融冰期的冰盖糙率变化过程是影响渠系水位波动和流量调节量的重要因素,需要通过不同气象条件和流量下的详细原型观测进行分析。
開河前,冰蓋糙率增加造成渠道水位上漲,有武開河的可能,易形成冰壩;開河時的水力半徑和綜閤糙率突變造成渠道水位陡降,存在渠道襯砌破壞的危險。本文通過分析渠繫融冰期的水力響應特性,從渠繫運行安全(水位波動幅度和波動速率較小)角度提齣渠繫融冰期安全輸水模式--適時適量的調節各分水口取水量,基于冰情預報建立瞭渠繫融冰期自動化控製管理模型。該模型在渠繫安全高效運行的基礎上可加快渠繫由冰期輸水轉為正常輸水的過程,增大瞭渠繫的輸水效益。融冰期的冰蓋糙率變化過程是影響渠繫水位波動和流量調節量的重要因素,需要通過不同氣象條件和流量下的詳細原型觀測進行分析。
개하전,빙개조솔증가조성거도수위상창,유무개하적가능,역형성빙패;개하시적수력반경화종합조솔돌변조성거도수위두강,존재거도츤체파배적위험。본문통과분석거계융빙기적수력향응특성,종거계운행안전(수위파동폭도화파동속솔교소)각도제출거계융빙기안전수수모식--괄시괄량적조절각분수구취수량,기우빙정예보건립료거계융빙기자동화공제관리모형。해모형재거계안전고효운행적기출상가가쾌거계유빙기수수전위정상수수적과정,증대료거계적수수효익。융빙기적빙개조솔변화과정시영향거계수위파동화류량조절량적중요인소,수요통과불동기상조건화류량하적상세원형관측진행분석。
Water level fluctuaes in a big range during ice melting period caused by the changes of rough-ness and thickness (hydraulic radius) of ice cover, with more possibility of ice jam formation. To protect canal system from ice disaster and reduce the ice melting period, the flow target of canal system should be adjusted, and a mathematical model is obtained based on ice condition prediction to direct the automa-tion operation of canal system in this paper. The model is used for canal system security, and canal sys-tem can be free flow earlier and more water can be transport to downstream users. The changing process of ice cover roughness is very important to this model to improve the hydraulic response of canal system;which should be obtained by long term ice observations.