Estuaries
; Flood control
; Floods
; Hydraulic structures
; Lakes
; Water levels
; Water resources
; Control infrastructures
; Developed regions
; Effective solution
; Flood mitigation
; Numerical model simulations
; Tidal conditions
; Yangtze river delta
; Yangtze River estuary
; Rivers
; control system
; drainage network
; flood control
; flood frequency
; hazard management
; infrastructure
; modeling
; potential flow
; return period
; risk assessment
; river basin
; river flow
; simulation
; China
; Taihu Basin
; Taipu River
; Yangtze Delta
英文摘要:
The Lake Taihu basin (36g 895g km2), one of the most developed regions in China located in the hinterland of the Yangtze River Delta, has experienced increasing flood risk. The largest flood in history occurred in 1999 with a return period estimate of 200 years, considerably larger than the current capacity of the flood defense with a design return period of 50 years. Due to its flat saucer-like terrain, the capacity of the flood control system in this basin depends on flood control infrastructures and peripheral tidal conditions. The Huangpu River, an important river of the basin connecting Lake Taihu upstream and Yangtze River estuaries downstream, drains two-fifths of the entire basin. Since the water level in the Huangpu River is significantly affected by the high tide conditions in estuaries, constructing an estuary gate is considered an effective solution for flood mitigation. The main objective of this paper is to assess the potential contributions of the proposed Huangpu Gate to the flood control capacity of the basin. To achieve this goal, five different scenarios of flooding conditions and the associated gate operations are considered by using numerical model simulations. Results of quantitative analyses show that the Huangpu Gate is effective for evacuating floodwaters. It can help to reduce both peak values and duration of high water levels in Lake Taihu to benefit surrounding areas along the Taipu Canal and the Huangpu River. The contribution of the gate to the flood control capacity is closely associated with its operation modes and duration. For the maximum potential contribution of the gate, the net outflow at the proposed site is increased by 52g %. The daily peak level is decreased by a maximum of 0.12g m in Lake Taihu, by maxima of 0.26-0.37 and 0.46-0.60g m in the Taipu Canal and the Huangpu River, respectively, and by 0.05-0.39g m in the surrounding areas depending on the local topography. It is concluded that the proposed Huangpu Gate can reduce flood risk in the Lake Taihu basin, especially in those low-lying surrounding areas along the Taipu Canal and the Huangpu River significantly, which is of great benefit to the flood management in the basin and the Yangtze River Delta.
Department of Hydraulic Engineering, College of Civil Engineering, Tongji University, Tongji, China; Taihu Basin Authority of Ministry of Water Resources of P. R. China, Taihu, China; Department of Civil and Environmental Engineering, National University of Singapore, Singapore, Singapore
Recommended Citation:
Zhang H,, Liu S,, Ye J,et al. Model simulations of potential contribution of the proposed Huangpu Gate to flood control in the Lake Taihu basin of China[J]. Hydrology and Earth System Sciences,2017-01-01,21(10)