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DOI: https://doi.org/10.11988/ckyyb.20250465

基于SCHISM的钱塘江河口弯道环流数值模拟

  • 黄姿菡 , 1 ,
  • 程文龙 , 1, 2 ,
  • 李志永 1 ,
  • 朱润野 1 ,
  • 张芝永 1, 2 ,
  • 陈甫源 1, 2
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  • 1.浙江省水利河口研究院（浙江省海洋规划设计研究院）河口研究所，杭州 310020
  • 2.长三角潮汐河口涌潮-地貌-生态野外科学观测研究站，杭州 310020
程文龙（1981-），男，湖北公安人，高级工程师，硕士，主要从事河口海岸动力学研究。E-mail：

黄姿菡（1993-），女，浙江义乌人，工程师，硕士，主要从事水力学及河流动力学研究。E-mail：

收稿日期: 2025-05-22

  修回日期: 2025-09-24

  网络出版日期: 2025-11-04

基金资助

国家自然科学基金-山东省人民政府联合基金(U2006227)

浙江省自然科学基金联合基金资助项目(LZJWZ23E090008)

浙江省水利科技计划项目(RB2201)

浙江省水利河口研究院数字化改革项目(ZIHESZH23006)

院长基金项目(ZIHE23Q015)

收起

Numerical Simulation of Curved Channel Circulation in the Qiantang River Estuary Based on SCHISM

  • HUANG Zi-han , 1 ,
  • CHENG Wen-long , 1, 2 ,
  • LI Zhi-yong 1 ,
  • ZHU Run-ye 1 ,
  • ZHANG Zhi-yong 1, 2 ,
  • CHEN Fu-yuan 1, 2
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  • 1. Estuarine Research Institute,Zhejiang Institute of Hydraulics & Estuary (Zhejiang Institute of Marine Planning and Design), Hangzhou 310020,China
  • 2. Yangtze River Delta Estuarine Tidal Bore-Geomorphology-Ecology Observation and Research Station, Ministry of Water Resources, Hangzhou 310020, China

Received date: 2025-05-22

  Revised date: 2025-09-24

  Online published: 2025-11-04

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摘要

为研究强潮河口弯道的环流规律，基于SCHISM建立钱塘江河口闻堰河段三维水动力数学模型，计算研究了洪水及潮水期闻堰弯道的纵向流速、水位横比降及环流强度时空分布，分析了弯道环流模型的计算效率。结果表明：SCHISM对强潮河口弯道水流模拟具有较好的适用性和高效性。强潮河口弯道横比降在涨潮期随潮变化剧烈，且存在双峰现象，落潮期变化相对平缓，最大横比降远小于涨潮；弯道环流强度分布呈现弯顶大、两端小；一般情况下弯道横比降和环流强度主要由潮水控制。

关键词： 钱塘江河口; 弯道; 横比降; 环流强度; SCHISM

本文引用格式

黄姿菡 , 程文龙 , 李志永 , 朱润野 , 张芝永 , 陈甫源 . 基于SCHISM的钱塘江河口弯道环流数值模拟[J]. 长江科学院院报, 2025 . DOI: 10.11988/ckyyb.20250465

Abstract

To investigate the circulation patterns in curved channels of macrotidal estuaries, a three-dimensional hydrodynamic model of the Wenyan reach in the Qiantang River Estuary was established using SCHISM. The temporal and spatial distributions of longitudinal velocity, transverse water surface slope, and circulation intensity in the Wenyan bend were simulated and analyzed during both flood and tidal periods. The computational efficiency of the curved-channel circulation model was also evaluated. The results demonstrate that SCHISM exhibits good applicability and high efficiency in simulating flow in curved channels of macrotidal estuaries. The transverse slope in the bend varies significantly with tidal fluctuations during flood tide, showing a bimodal pattern, Whereas its variation is relatively mild during ebb tide, with the maximum transverse slope being significantly smaller than that during flood tide. The circulation intensity is higher near the bend apex and decreases toward both ends. Under typical conditions, both the transverse slope and circulation intensity in the bend are primarily governed by tidal dynamics.

Key words： Qiantang River estuary; bend; lateral slope; secondary flow intensity; SCHISM

参考文献

原文顺序 | 文献年度倒序 | 文中引用次数倒序
[1]
钱宁, 张仁. 河床演变学[M]. 北京: 科学出版社,1987.

(QIAN Ning, ZHANG Ren. Fluvial Processes[M]. Beijing: Science Press, 1987. (in Chinese))

[2]
张红武, 吕昕. 弯道水力学[M]. 北京: 水利电力出版社,1993.

(ZHANG Hong-wu, LÜ Xin. Bend Hydraulics[M]. Beijing: Water Resources and Electric Power Press, 1993. (in Chinese))

[3]
Johannesson H, Parker G. Secondary flow in mildly sinuous channel[J]. Journal of Hydraulic Engineering, 1989, 115(3): 289-308.

[4]
Shimizu Y, Yamaguchi H, ltakura T. Three-dimensional computations of flow and bed deformation[J]. ASCE Journal of Hydraulic Engineering, 1990, 116(9):1090-1108.

[5]
Demuren A O. 1993. A numerical model for flow in meandering channels with natural bed topography[J]. Water Resources Research, 29(4):1269-1277.

[6]
董耀华. 弯道水流的基本特性及数值模拟[J]. 长江科学院院报, 1996, (1): 25-29.

(DONG Yao-hua. Essential Features and Numerical Modelling of Bend Flow[J]. Journal of Changjiang River Scientific Research Institute, 1996(1): 25-29. (in Chinese))

[7]
华祖林, 拟合曲线坐标下弯曲河段水流三维数学模型[J]. 水利学报, 2000, 1(1):1-8.

(HUA Zu-lin, 3-D mathematical model for flow in river bend in body-fitted curvilinear system[J]. Journal of Hydraulic Engineering, 2000, 1(1): 1-8. (in Chinese))

[8]
丁道扬, 吴时强. 三维宽浅河道水流数学模型研究[J]中国工程科学, 2010, 12(2):32-39.

(DING Dao-yang, WU Shi-qiang. Study on three-dimensional numerical model for shallow water flow[J]. Strategic Study of CAE, 2010, 12(2): 32-39. (in Chinese))

[9]
祝丽丽, 孙志林, 黄赛花, 夏珊珊, 孙平锋. 钱塘江河口弯道潮流场的数值模拟[J]. 浙江大学学报(理学版), 2007, (3): 351-356.

(ZHU Li-li, SUN Zhi-lin, HUANG Sai-hua, XIA Shan-shan, SUN Ping-feng. Numerical simulation of tidal flow field in the Qiantang Estuary bends[J]. Journal of Zhejiang University (Science Edition), 2007(3): 351-356. (in Chinese))

[10]
宋永港, 卢永金, 李路. 潮汐作用下弯道环流的数值模拟[J]. 水动力学研究与进展A辑, 2015, 30 (3): 314-323.

(SONG Yong-gang, LU Yong-jin, LI Lu. Numerical simulation for the secondaryflow in a tide-dominated bend[J]. Chinese journal of hydrodynamics (Ser. A), 2015, 30(3): 314-323. (in Chinese))

[11]
ZHANG Y J, BAPTISTA A M. SELFE: A semi-implicit Eulerian-Lagrangian finite-element model for cross-scale ocean circulation[J]. Ocean Modeling, 2008, 21(3-4): 71-96.

[12]
ZHANG Y J, YE F, STANEV E V, et al. Seamless cross-scale modelling with SCHISM[J]. Ocean Modeling, 2016, 102:64-81.

[13]
周素芳. 钱塘江东江嘴切滩工程对闻堰河段的影响分析[J]. 浙江水利水电专科学校学报, 2004, (1): 35-38.

(ZHOU Su-fang. Studying on the Influence of the Qiantang River Dongjiang Zuiqietan Project to Its Weir[J]. Journal of Zhejiang University of Water Resources and Electric Power, 2004, (1): 35-38. (in Chinese))

[14]
何震洲. 钱塘江河口闻堰险段治理效果分析[D]. 杭州: 浙江大学, 2012.

(HE Zhen-zhou. Analysis of Treatment Effect in the Wenyan of Qiantang River[D]. Hangzhou: Zhejiang University, 2012. (in Chinese))

[15]
史艳华, 李磊岩, 韩曾萃. 钱塘江东江嘴弯道切滩工程数值模拟[J]. 水利水电技术, 2013, 44 (12): 130-134.

(SHI Yan-hua, LI Lei-yan, HAN Zeng-cui. Numerical simulation of Dongjiangzui Bending Shoal-cutting Project for Qiantangjiang River[J]. Water Resources and Hydropower Engineering, 2013, 44(12): 130-134. (in Chinese))

[16]
潘存鸿, 曾剑, 唐子文, 等. 钱塘江河口泥沙特性及河床冲淤研究[J]. 水利水运工程学报, 2013, 41(1):1-7.

(PAN Cun-hong, ZENG Jian, TANG Zi-wen, et al. A study of sediment characteristics and riverbederosion /deposition in Qiantang estuary[J]. Hydro-Science and Engineering, 2013, 41(1): 1-7. (in Chinese))

[17]
潘存鸿,韩曾萃著;潘存鸿编. 钱塘江河口保护与治理研究[M]. 北京: 中国水利水电出版社, 2017.

(PAN Cun-hong, HAN Zeng-cui. Research on Conservation and Rogulation of Qiantang Estuary[M]. Beijing: China Water & Power Press, 2017. (in Chinese))

[18]
张芝永, 陈甫源, 曾剑, 杨元平, 何昆. 钱塘江河口西江塘海塘塘脚冲淤特性研究[J]. 水电能源科学, 2023, 41 (11): 35-38.

(ZHANG Zhi-yong, CHEN Fu-yuan, ZENG Jian, YANG Yuan-ping, HE Kun. Scour Characteristics at the Toe of Xijiangtang Seawall in Qiantang Estuary[J]. Water Resources and Power, 2023, 41(11): 35-38. (in Chinese))

[19]
李磊岩, 包增军, 何震洲. 洪潮双向水流作用下的急弯河段治理效果分析[J]. 水电能源科学, 2023, 41 (10): 141-144.

(LI Lei-yan, BAO Zeng-jun, HE Zhen-zhou. Effect Analysisof Sharp-bend Reach Regulation Affected by Bi-directional Flow Due to Flood and Tide[J]. Water Resources and Power, 2023, 41(10): 141-144. (in Chinese))

[20]
胡德超. 大时空河流数值模拟理论[M]. 北京: 科学出版社, 2023.

(HU De-chao. Theory of Large-Scale and Long-Term Fluvial Numerical Modeling[M]. Beijing: Science Press, 2023. (in Chinese))

[21]
潘存鸿, 潘冬子, 鲁海燕, 等. 钱塘江涌潮流速研究[J]. 海洋工程, 2017, 35 (5): 33-41.

(PAN Cun-hong, PAN Dong-zi, LU Hai-yan, et al. Study on velocity of tidal bore in Qiantang Estuary[J]. The Ocean Engineering, 2017, 35(5): 33-41. (in Chinese))

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