河流动力学 |
|
|
|
|
杭州城西河网清淤优化调度 |
杨恩尚, 孙志林, 倪晓静 |
浙江大学 港口海岸与近海工程研究所, 浙江 杭州 310058 |
|
Optimal scheduling on dredging for river network of west Hangzhou |
YANG Enshang, SUN Zhilin, NI Xiaojing |
Institute of Port, Coastal and Offshore Engineering, Zhejiang University, Hangzhou 310058, China |
[1] 梁斌,王超,王沛芳."引江济太"工程背景下河网稀释净污需水计算及其应用[J].河海大学学报:自然科学版,2004,32(1):32-37. LIANG B, WANG C, WANG P F. Method for calculation of water demand by pollutant dilution and purification in river networks and its application to the Yangtze River-Taihu Lake Water Transfer Project[J]. Journal of Hohai University:Natural Sciences,2004,32(1):32-37. [2] 陈振涛,滑磊,金倩楠.引水改善城市河网水质效果评估研究[J].长江科学院院报,2015,32(7):45-51. CHEN Z T,HUA L,JIN Q N. Assessing the efficacy of water diversion to improve water quality in city river network[J]. Journal of Yangtze River Scientific Research Institute,2015,32(7):45-51. [3] 黄发明.钱塘江微污染寡碳引水脱氮示范工程试验研究[D].武汉:武汉理工大学,2012. HUANG F M. Research for Qiantang River Micro-polluted Oligo Carbon Water Nitrogen Demonstration Engineering[D]. Wuhan:Wuhan University of Technology,2012. [4] 王振宇,李富强,陈昌军.钱塘江引水入城工程水质分析及预测研究[J].水力发电学报,2005,24(4):47-51. WANG Z Y, LI F Q, CHEN C J. Study on water quality analysis and forecast of Qiantang river diversion project[J]. Journal of Hydroelectric Engineering,2005,24(4):47-51. [5] 孙志林,杨恩尚,曾田力,等.考虑侧向出沙的河网非均匀沙输移[J].水利学报,2016,47(1):72-77. SUN Z L,YANG E S,ZENG T L,et al. Nonuniform sediment transport with lateral output in river networks[J]. Journal of Hydraulic Engineering,2016,47(1):72-77. [6] HU J T,LI S Y,GENG B X. Modeling the mass flux budgets of water and suspended sediments for the river network and estuary in the Pearl River Delta,China[J]. Journal of Marine Systems,2011(88):252-266. [7] GAMVROUDIS C,NIKOLAIDIS N P,TZORAKI O,et al. Water and sediment transport modeling of a large temporary river basin in Greece[J]. Science of the Total Environment,2015(508):354-365. [8] 周晨霓,任德智.基于DEM的西藏鲁朗河流域数字河网提取时集水面积阈值的确定[J].中国农村水利水电,2014(10):49-52. ZHOU C N, REN D Z. Determination of drainage area threshold for extraction of DEM-based digital drainage networks in the Lulang River of Tibet[J]. China Rural Water Conservancy and Hydropower,2014(10):49-52. [9] GOURGUE O,BAEYENS W,CHEN M S,et al. A depth-averaged two-dimensional sediment transport model for environmental studies in the Scheldt Estuary and tidal river network[J]. Journal of Marine Systems,2013(128):27-39. [10] 韩冬,方红卫,陈明洪.一维河网模型断流问题研究[J].水力发电学报,2012,31(2):95-99. HAN D,FANG H W,CHEN M H. Study on zero flow with one-dimensional numerical model of river channel network[J]. Journal of Hydroelectric Engineering,2012,31(2):95-99. [11] 张大伟,权锦,马建明,等.基于非恒定流模型的山洪沟水面线计算[J].水利水电技术,2016,47(2):123-127. ZHANG D W,QUAN J,MA J M,et al. Unsteady flow model-based calculation of mountain torrent ditch water level[J]. Water Resources and Hydropower Engineering,2016,47(2):123-127. [12] 管仪庆,张丹蓉,陈丕翔,等.闲林水库水动力特性模拟研究[J].水利学报,2007(S1):293-298. GUAN Y Q, ZHANG D R, CHEN P X, et al. Simulation of hydrodynamic characteristics of xianlin reservoir[J]. Journal of Hydraulic Engineering,2007(S1):293-298. [13] 沙玉坤,程根伟,李卫朋,等.基于临界支撑流量的西藏典型河流源头位置确定及河网解析研究[J].四川大学学报:工程科学版,2014,46(6):49-55. SHA Y K,CHENG G W,LI W P,et al. Determination of a riverhead based on critical support discharge and river network analysis[J]. Journal of Sichuan University:Engineering Science Edition,2014,46(6):49-55. [14] FANG H W,CHEN M H,CHEN Q H. One-dimensional numerical simulation of non-uniform sediment transport under unsteady flows[J]. International Journal of Sediment Research,2008(23):315-328. [15] 方红卫,何国建,郑邦民.水沙输移数学模型[M].北京:科学出版社,2015. FANG H W, HE G J, ZHENG B M. Mathematical Models for Hydrodynamics and Sediment Transport[M]. Beijing:Science Press,2015. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|