水利学报
水利學報
수리학보
2013年
11期
1278-1285
,共8页
刘曾美%覃光华%陈子燊%金菊良
劉曾美%覃光華%陳子燊%金菊良
류증미%담광화%진자신%금국량
关联性%感潮河段水位%上游洪水%河口潮位%概率%Copula函数%联合分布
關聯性%感潮河段水位%上遊洪水%河口潮位%概率%Copula函數%聯閤分佈
관련성%감조하단수위%상유홍수%하구조위%개솔%Copula함수%연합분포
correlation%the water level of tidal river%upstream flood%the estuary tide level%probability%copula function%joint distribution
感潮河段水位过程的差异直接影响到两岸易涝区涝水的外排进程,对感潮河段水位与上游洪水和河口潮位进行关联性分析,旨在为感潮河段两岸易涝区治涝合理选取设计潮位过程提供依据。本文构建的感潮河段水位与上游洪水、河口潮位的关联性分析模型,首先采用Copula函数分别构建感潮河段年最高水位与上游相应洪水和河口相应潮位的联合分布,再基于联合分布提出关联性分析模型。选取珠江三角洲磨刀门水道的竹银站来分析其水位与上游马口站洪水和河口三灶站潮位的关联性。分析结果表明:(1)对任一重现期竹银站最高潮位,与马口站流量遭遇的概率显著低于与同一重现期的三灶站高潮位遭遇的概率,即竹银站出现高潮位时,受河口潮位影响的概率要大得多;(2)对一确定重现期竹银站最高潮位,与马口站流量组合的风险并不一定低于与同一重现期三灶站高潮位组合的风险,当重现期较大时,前者高于后者。
感潮河段水位過程的差異直接影響到兩岸易澇區澇水的外排進程,對感潮河段水位與上遊洪水和河口潮位進行關聯性分析,旨在為感潮河段兩岸易澇區治澇閤理選取設計潮位過程提供依據。本文構建的感潮河段水位與上遊洪水、河口潮位的關聯性分析模型,首先採用Copula函數分彆構建感潮河段年最高水位與上遊相應洪水和河口相應潮位的聯閤分佈,再基于聯閤分佈提齣關聯性分析模型。選取珠江三角洲磨刀門水道的竹銀站來分析其水位與上遊馬口站洪水和河口三竈站潮位的關聯性。分析結果錶明:(1)對任一重現期竹銀站最高潮位,與馬口站流量遭遇的概率顯著低于與同一重現期的三竈站高潮位遭遇的概率,即竹銀站齣現高潮位時,受河口潮位影響的概率要大得多;(2)對一確定重現期竹銀站最高潮位,與馬口站流量組閤的風險併不一定低于與同一重現期三竈站高潮位組閤的風險,噹重現期較大時,前者高于後者。
감조하단수위과정적차이직접영향도량안역로구로수적외배진정,대감조하단수위여상유홍수화하구조위진행관련성분석,지재위감조하단량안역로구치로합리선취설계조위과정제공의거。본문구건적감조하단수위여상유홍수、하구조위적관련성분석모형,수선채용Copula함수분별구건감조하단년최고수위여상유상응홍수화하구상응조위적연합분포,재기우연합분포제출관련성분석모형。선취주강삼각주마도문수도적죽은참래분석기수위여상유마구참홍수화하구삼조참조위적관련성。분석결과표명:(1)대임일중현기죽은참최고조위,여마구참류량조우적개솔현저저우여동일중현기적삼조참고조위조우적개솔,즉죽은참출현고조위시,수하구조위영향적개솔요대득다;(2)대일학정중현기죽은참최고조위,여마구참류량조합적풍험병불일정저우여동일중현기삼조참고조위조합적풍험,당중현기교대시,전자고우후자。
The difference of water level process in the tidal river will directly affect the drainage process of the waterlog-prone area on both sides of the tidal river. The correlation of the water level of the tidal river with upstream flood and estuary tide level was carried out in order to provide basis for proper selec-tion of the design tidal level process of the tidal river for defensing waterlogging of the waterlog-prone ar-ea. The model about the correlation of the water level of the tidal river with upstream flood and estuary tide level is established. At first, the different copula function is used to build the bivariate joint distribu-tion of the annual maximum water level of tidal reach and its corresponding upstream flood discharge, as well as the annual maximum water level of tidal reach and its corresponding estuary tidal level. Then based on them, the correlation analysis models are put forward. The case study on the correlation of the water level in Zhuyin observing station of Modaomen water channel with upstream flood in Makou observing station and estuary tide in Sanzao observing station, one of the Pearl River’s main sea-entering channels, is conducted and the results are as follows:(1) For any annual maximum water level of Zhuyin observing station, the probability meeting with flood in Makou observing station is much lower than meeting with tide level of the same recurrence interval in Sanzao observing station,i.e.,for the water level of Zhuyin observ-ing station, the influence of tide level Sanzao observing station is much greater. (2) For any annual maxi-mum water level of Zhuyin observing station, the risk probability combining with flood in Makou observing station is not always less than that combining with tide level of the same recurrence interval in Sanzao ob-serving station. When recurrence interval is large,the former is higher than the latter.