人民黄河
人民黃河
인민황하
Yellow River
2015年
8期
17-20
,共4页
郭维东%王琢臖%李东斌%姚庆宇%孙丽玲%鲁薇%王绪刚
郭維東%王琢臖%李東斌%姚慶宇%孫麗玲%魯薇%王緒剛
곽유동%왕탁흥%리동빈%요경우%손려령%로미%왕서강
数值模拟%泥沙输移%感潮河口%喇叭口型河口
數值模擬%泥沙輸移%感潮河口%喇叭口型河口
수치모의%니사수이%감조하구%나팔구형하구
numerical simulation%sediment transfer%tidal estuary%trumpet-shaped estuary
采用MIKE21软件中的水动力模块与泥沙模块,对不同上游流量、不同泥沙中值粒径条件下的喇叭口型感潮河口的泥沙输移进行了数值模拟,并通过实测水文资料对数值模型进行了验算。结果表明:喇叭口型感潮河口的水位在丰水期和枯水期的变化规律基本一致,泥沙中值粒径对水位的影响很小,潮水位的影响起主导作用;淤积区域也基本一致,多集中于进口处和出口处,不同的是,丰水期冲刷区域位于河道两岸,呈条形分布,枯水期冲刷区域集中于进口与出口之间。
採用MIKE21軟件中的水動力模塊與泥沙模塊,對不同上遊流量、不同泥沙中值粒徑條件下的喇叭口型感潮河口的泥沙輸移進行瞭數值模擬,併通過實測水文資料對數值模型進行瞭驗算。結果錶明:喇叭口型感潮河口的水位在豐水期和枯水期的變化規律基本一緻,泥沙中值粒徑對水位的影響很小,潮水位的影響起主導作用;淤積區域也基本一緻,多集中于進口處和齣口處,不同的是,豐水期遲刷區域位于河道兩岸,呈條形分佈,枯水期遲刷區域集中于進口與齣口之間。
채용MIKE21연건중적수동력모괴여니사모괴,대불동상유류량、불동니사중치립경조건하적나팔구형감조하구적니사수이진행료수치모의,병통과실측수문자료대수치모형진행료험산。결과표명:나팔구형감조하구적수위재봉수기화고수기적변화규률기본일치,니사중치립경대수위적영향흔소,조수위적영향기주도작용;어적구역야기본일치,다집중우진구처화출구처,불동적시,봉수기충쇄구역위우하도량안,정조형분포,고수기충쇄구역집중우진구여출구지간。
This paper used hydrodynamic module and sediment module of the MIKE21 software to conduct numerical simulation of the trump-et-shaped tidal estuary under different discharges of the upstream and different median diameters and verified the numerical model through ac-tually measured hydrologic data. The simulation results show that a trumpet-shaped tidal estuary basically has the same changing pattern in flood season and dry season;median diameter has very small influence on water level,the tidal levels plays a dominating role;the sedimenta-tion area is largely the same,centralizing in the inlet and outlet. The different point is that the eroding area in the flood season is on the two banks of the river,distributing in strips,while the eroding area in dry season is centralized on the middle section of the inlet and outlet.