Abstract:Taking the "7.21" flash flood in Hongluogu valley as study object, the effect of sediment transport on flash flood characteristics is investigated by comparing the results of moving-bed model, fixed-bed model and post-disaster survey data. Due to the interaction between sediment and flow, maximum water level under the moving-bed condition is generally higher than that of fixed-bed condition yet maximum flow rate decreases. The possibility of getting flooded in some sections increases and the flooded time of the depositional section extends. Affected by erosion and deposition, the arrival time of maximum water level at partial sections is different from the arrival time of flood peak, which indicates the insufficiency in judging flooding trend throughout the channel by observations from limited monitoring points. These results would play a guiding role in risk analysis and disaster prevention of flash floods.
宋云天, 曾鑫, 张禹, 安晨歌, 马美红, 傅旭东. 泥沙输移对山洪特征值时空分布的影响——以北京“7.21”山洪为例[J]. 清华大学学报(自然科学版), 2019, 59(12): 990-998.
SONG Yuntian, ZENG Xin, ZHANG Yu, AN Chenge, MA Meihong, FU Xudong. Effect of sediment transport on the temporal and spatial characteristics of flash floods: A case study of “7.21” flood in Beijing. Journal of Tsinghua University(Science and Technology), 2019, 59(12): 990-998.
[1] BRAUD I, BORGA M, GOURLEY J, et al. Flash floods, hydro-geomorphic response and risk management[J]. Journal of Hydrology, 2016, 541:1-5. [2] 孙东亚, 张红萍. 欧美山洪灾害防治研究进展及实践[J]. 中国水利, 2012(23):16-17. SUN D Y, ZHANG H P. Progress and practice of mountain hazards prevention in Europe and America[J]. China Water Resources, 2012(23):16-17. (in Chinese) [3] 国家防汛抗旱总指挥部. 中国水旱灾害公报2017[M]. 北京:中国水利水电出版社, 2018. Headquarter of National Flood Control and Drought Alleviation. Bulletin of flood and drought disasters in China, 2017[M]. Beijing:China Water & Power Press, 2018. (in Chinese) [4] PHILLIPS J D. Geomorphic impacts of flash flooding in a forested headwater basin[J]. Journal of Hydrology, 2002, 269(3-4):236-250. [5] MAGILLIGAN F J, BURAAS E M, RENSHAW C E. The efficacy of stream power and flow duration on geomorphic responses to catastrophic flooding[J]. Geomorphology, 2015, 228:175-188. [6] MORCHE D, SCHMIDT K H, HECKMANN T, et al. Hydrology and geomorphic effects of a high-magnitude flood in an Alpine river[J]. Geografiska Annaler, 2007, 89(1):5-19. [7] BILLI P. Flash flood sediment transport in a steep sand-bed ephemeral stream[J]. International Journal of Sediment Research, 2011, 26(2):193-209. [8] KALE V S. Geomorphic effectiveness of extraordinary floods on three large rivers of the Indian Peninsula[J]. Geomorphology, 2007, 85(3-4):306-316. [9] RICKENMANN D, BADOUX A, HUNZINGER L. Significance of sediment transport processes during piedmont floods:The 2005 flood events in Switzerland[J]. Earth Surface Processes and Landforms, 2016, 41(2):224-230. [10] 崔鹏, 邹强. 山洪泥石流风险评估与风险管理理论与方法[J]. 地理科学进展, 2016, 35(2):137-147. CUI P, ZOU Q. Theory and method of risk assessment and risk management of debris flows and flash floods[J]. Progress in Geography, 2016, 35(2):137-147. (in Chinese) [11] HASSAN M A, ROBINSON S V J, VOEPEL H, et al. Modeling temporal trends in bedload transport in gravel-bed streams using hierarchical mixed-effects models[J]. Geomorphology, 2014, 219:260-269. [12] BADOUX A, ANDRES N, TUROWSKI J M. Damage costs due to bedload transport processes in Switzerland[J]. Natural Hazards and Earth System Sciences, 2014, 14:279-294. [13] SLATER L J, SINGER M B, KIRCHNER J W. Hydrologic versus geomorphic drivers of trends in flood hazard[J]. Geophysical Research Letters, 2015, 42(2):370-376. [14] PINTER N, HEINE R A. Hydrodynamic and morphodynamic response to river engineering documented by fixed-discharge analysis, Lower Missouri River, USA[J]. Journal of Hydrology, 2005, 302(1-4):70-91. [15] SONG T, CHIEW Y M, CHIN C O. Effect of bed-load movement on flow friction factor[J]. Journal of Hydraulic Engineering, 1998, 124(2):165-175. [16] GAO P, ABRAHAMS A D. Bedload transport resistance in rough open-channel flows[J]. Earth Surfaces Processes and Landforms, 2004, 29(4):423-435. [17] 侯极, 刘兴年, 蒋北寒, 等. 山洪携带泥沙引发的山区大比降河流水深变化规律研究[J]. 水利学报, 2012, 43(S2):48-53.HOU J, LIU X N, JIANG B H, et al. Experimental study of water depth in steep channel flow carrying sediments by mountain torrents[J]. Journal of Hydraulic Engineering, 2012, 43(S2):48-53. (in Chinese) [18] CHIARI M, FRIEDL K, RICKENMANN D. A one-dimensional bedload transport model for steep slopes[J]. Journal of Hydraulic Research, 2010, 48(2):152-160. [19] VIPARELLI E, SEQUEIROS O E, CANTELLI A, et al. River morphodynamics with creation/consumption of grain size stratigraphy 2:Numerical model[J]. Journal of Hydraulic Research, 2010, 48(6):727-741. [20] CANTELLI A, WONG M, PARKER G, et al. Numerical model linking bed and bank evolution of incisional channel created by dam removal[J]. Water Resources Research, 2007, 43(7):W07436. [21] FERRER-BOIX C, MART AI'G N-VIDE J P, PARKER G. Channel evolution after dam removal in a poorly sorted sediment mixture:Experiments and numerical model[J]. Water Resources Research, 2014, 50(11):8997-9019. [22] RADICE A, LONGONI L, PAPINI M, et al. Generation of a design flood-event scenario for a mountain river with intense sediment transport[J]. Water, 2016, 8(12):597. [23] CHEN R D, SHAO S D, LIU X N. Water-sediment flow modeling for field case studies in Southwest China[J]. Natural Hazards, 2015, 78(2):1197-1224. [24] 姜付仁, 姜斌. 北京"7·21"特大暴雨影响及其对策分析[J]. 中国水利, 2012(15):19-22. JIANG F R, JIANG B. Impact of super thunderstorm on 21 July in Beijing and countermeasures[J]. China Water Resources, 2012(15):19-22. (in Chinese) [25] 关丽, 陈品祥, 闫宁, 等. 北京市山区小流域防洪安全风险评估模型研究[J]. 工程勘察, 2016, 44(8):48-53. GUAN L, CHEN P X, YAN N, et al. Risk assessment model for flood control of small watershed in Beijing mountain area[J]. Geotechnical Investigation & Surveying, 2016, 44(8):48-53. (in Chinese) [26] MOHAMED E A. Assessing the impact of arid area urbanization on flash floods using GIS, remote sensing, and HEC-HMS rainfall-runoff modeling[J]. Hydrology Research, 2016, 47(6):1142-1160. [27] AN C G, CUI Y T, FU X D, et al. Gravel-bed river evolution in earthquake-prone regions subject to cycled hydrographs and repeated sediment pulses[J]. Earth Surface Processes and Landforms, 2017, 42(14):2426-2438. [28] RICKENMANN D. An alternative equation for the mean velocity in gravel-bed rivers and mountain torrents[C]//Proceedings ASCE 1994 National Conference on Hydraulic Engineering. Buffalo, USA:Cotroneo G V, 1994:672-676. [29] 郑国栋, 黄本胜, 赖冠文, 等. 涉水建筑物局部阻力简化计算研究[C]//第七届全国水动力学学术会议暨第十九届全国水动力学研讨会论文集. 中国, 哈尔滨:中国造船工程学会, 2005:1290-1296. ZHENG G D, HUANG B S, LAI G W, et al. Study on the local resistance simplified calculation of aquatic building[C]//Proceedings of the 7th National Conference on Hydrodynamics and the 19th National Hydrodynamics Symposium. Harbin, China:The Chinese Society of Naval Architects and Marine Engineers, 2005:1290-1296. (in Chinese) [30] WILCOCK P R, CROWE J C. Surface-based transport model for mixed-size sediment[J]. Journal of Hydraulic Engineering, 2003, 129(2):120-128. [31] PARKER G. Surface-based bedload transport relation for gravel rivers[J]. Journal of Hydraulic Research, 1990, 28(4):417-436. [32] OSMAN A M, THORNE C R. Riverbank stability analysis.Ⅰ:Theory[J]. Journal of Hydraulic Engineering, 1988, 114(2):134-150. [33] 安晨歌, 傅旭东, 马宏博. 几种溃坝模型在溃决洪水模拟中的适用性比较[J]. 水利学报, 2012, 43(S2):68-73. AN C G, FU X D, MA H B. Applicability of simulation models for dam-break flood due to overtopping[J]. Journal of Hydraulic Engineering, 2012, 43(S2):68-73. (in Chinese) [34] 王海周, 张晨玲, 郑媛予, 等. 山区河流河床形态与水沙变化下的水位响应机理研究[J]. 工程科学与技术, 2017, 49(5):56-62. WANG H Z, ZHANG C L, ZHENG Y Y, et al. Study on water level response to river morphology and sediment supply in mountain rivers[J]. Advanced Engineering Sciences, 2017, 49(5):56-62. (in Chinese) [35] 曹留伟, 钟桂辉, 刘曙光, 等. 人在洪水中的稳定性分析[J]. 同济大学学报(自然科学版), 2013, 41(11):1675-1681.CAO L W, ZHONG G H, LIU S G, et al. Analysis of human instability in flood flow[J]. Journal of Tongji University (Natural Science), 2013, 41(11):1675-1681. (in Chinese) [36] 肖宣炜, 夏军强, 舒彩文, 等. 洪水中汽车稳定性的理论分析及试验研究[J]. 泥沙研究, 2013(1):53-59. XIAO X W, XIA J Q, SHU C W, et al. Theoretical analysis and experimental study of stability of flooded vehicles[J]. Journal of Sediment Research, 2013(1):53-59. (in Chinese)