降雨、库水位变化是滑坡发生的主要外在诱发因素,降雨和库水位变化的滞后性和周期性是滑坡变形的重要作用特征。考虑降雨及库水位变化的滞后性和周期性对滑坡累积位移的影响,直接将降雨和库水位变化作为滑坡变形位移预测的影响变量,建立多元时序模型。以三峡库区秭归县白水河滑坡为例,首先用灰色模型提取趋势项位移,然后利用滞后的降雨量和滞后的库水位的变化量预测当期的周期项位移,最后将趋势项位移与周期项位移叠加,得到滑坡累积位移的预测值。结果显示,此方法能够很好地反映滑坡诱发因素对滑坡变形的动态影响,预测的平均绝对误差为1.97%,预测精度较高。
Abstract
Rainfall and reservoir water level variation are major external factors inducing landslide. Hysteresis and periodicity of rainfall and reservoir water level variation are important influence factors of landslide displacement. In this paper, a multivariate time series model with rainfall and reservoir water level variation as impact factors of displacement prediction was established. The effect of hysteresis and periodicity of rainfall and reservoir water level variation on the cumulative displacement of landslide was considered. Baishuihe landslide in Three Gorges Reservoir area was taken as a case study. Firstly, gray model was employed to extract the trend term displacement; and then the lagged variations of rainfall and reservoir water level were used to predict the displacement of the periodic term; finally, the predicted value of accumulative displacement is obtained by superposing the displacements of the trend term and the periodic term. Results prove that the dynamic effects of inducing factors on the cumulative displacement of landslide could be well reflected by this model. It has high prediction accuracy, with the average absolute error 1.97%.
关键词
滑坡 /
诱发因素 /
滞后性 /
周期性 /
变形预测 /
多元时序模型
Key words
landslide /
inducing factor /
hysteresis /
periodicity /
displacement prediction /
multivariate time series model
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
参考文献
[1] 汝树勋,段维钧.阶梯式溢流坝[J] .四川水力发电, 1992, (2) : 50-54. (RU Shuxun, DUAN Weijun. Stepped Overflow Dam[J] . Sichuan Hydroelectric Power, 1992, (2) : 50-54. (in Chinese))
[2] 张峰,刘韩生.台阶式溢洪道消能特性的研究[J] . 水利与建筑工程学报, 2012, (8):11-14. (ZHANG Feng, LIU Hansheng. Study on Energy Dissipation Properties of Stepped Spillway[J] . Journal of Water Resources and Architectural Engineering, 2012, (8):11-14.(in Chinese))
[3] 林可冀,韩立,邓毅国.大朝山水电站RCC溢流坝宽尾墩、台阶式坝面联合消能工的研究及应用 [J] .云南水力发电,2002,18(4):6-15. (LIN Keji, HAN Li, DENG Yiguo. Study and Application of the Combined Energy Dissipator of RCC Overflow Dam Flaring Piers and Stepped Dam Face in the Dachaoshan Hydropower Plant[J] . Yunnan Water Power, 2002,18(4):6-15. (in Chinese))
[4] 艾克明.台阶式斜槽溢洪道的应用状况浅析[C] //泄水工程与高速水流.长春:吉林人民出版社,2000:1-9. (AI Keming. Discussion on the Application of Stepped Chute Spillway[C] //Discharge Engineering and High Velocity Flow. Changchun: Jilin People’s Publishing House, 2000: 1-9. (in Chinese))
[5] 高仪生,陈俊,曾泳.水布垭溢洪道一级挑流消能试验研究[C] //泄水工程与高速水流.长春:吉林人民出版社,1998:65-71. (GAO Yisheng, CHEN Jun, ZENG Yong. Experimental Research on the Energy Dissipation of Shuibuya Spillway[C] //Discharge Engineering and High Velocity Flow. Changchun: Jilin People’s Publishing House, 1998: 65-71. (in Chinese))
[6] 艾克明.台阶式泄槽溢洪道的水力特性和设计应用[J] .水力发电学报,1998,(4):86-95. (AI Keming. Hydraulic Characteristics and Design Application of Stepped Chute Spillways[J] . Journal of Hydroelectric Engineering. 1998,(4): 86-95. (in Chinese))
[7] 何光同,曾宪康,李祖发,等.水东水电站新型消能工结构优化设计[J] .水力发电,1994,(9):26-28,62. (HE Guangtong, ZENG Xiankang, LI Zufa, et al . Optimum Design of new Energy Dissipators of Shuidong Hydropower Station[J] . Water Power, 1994,(9):26-28,62. (in Chinese))
[8] 艾克明.江垭大坝漫溢最大可能洪水(PMF)的水力计算[J] . 湖南水利,1997,(5):5-9. (AI Keming. Hydraulic Calculation of PMF of Jiangya Dam[J] . Hunan Hydropower, 1997, (5): 5-9. (in Chinese))
[9] 赖翼峰,孙永和,陈灿辉. 稿树下水库溢洪道消能工的选择泄水工程与高速水流[C] //长春:吉林人民出版社,1998:61-64. (LAI Yifeng, SUN Yonghe, CHEN Canhui. Selection of Dissipator for the Spillway of Gaoshuxia Reservoir[C] //Discharge Engineering and High Velocity Flow. Changchun: Jilin People’s Publishing House, 1998:61-64 (in Chinese))
[10] 贺事忠,王美生.阶梯式泄槽消能工的应用[J] .南昌水专学报,1998,17(1):32-36. (HE Shizhong, WANG Meisheng. The Application of Energy Dissipation of Stepped Sluice[J] . Journal of Nanchang College of Water Conservancy and Hydroelectric Power, 1998,17(1): 32-36. (in Chinese))
[11] 杨首龙.宽尾墩-阶梯式坝面-戽池联合消能工的水力特性[J] .水力发电,1994,(9):29-31. (YANG Shoulong. Hydraulic Characteristic of Flaring Pier Stepped Dam Facescoop Pool Union Dissipator[J] . Water Power,1994,(9): 29-31. (in Chinese))
[12] 付奎.岗曲河一级水电站侧槽溢洪道上游部分及台阶溢洪道试验研究[D] .杨陵:西北农林科技大学,2008. (FU Kui. Test Study on the Upstream Part of Side Channel Spillway and Stepped Spillway of the First Step Hydropower Station in Gangqu River[D] . Yangling: Northwest A & FUniversity, 2008. (in Chinese))
[13] 田嘉宁,大津岩夫,李建中,等.台阶式溢洪道各流况的消能特性 [J] .水利学报,2003,(4):35-39. (TIAN Jianing, OHTSU I, LI Jianzhong, et al . The Characters of Energy Dissipation under Different Flows on Stepped Spillways[J] . Journal of Hydraulic Engineering, 2003,(4):35-39. (in Chinese))
[14] 吴守荣,张建民,许唯临,等.前置掺气坎式阶梯溢洪道体型布置优化试验研究[J] .四川大学学报(工程科学版),2008,(5):37-42. (WU Shourong, ZHANG Jianmin, XU Weilin, et al . Experimental Investigation on Hydraulic Characteristics of the Flow in the Preaerator Stepped Spillways[J] . Journal of Sichuan University (Engineering Science ), 2008,(5):37-42.(in Chinese))
[15] 盘春军.台阶溢流坝在乐滩水电站中的应用[J] .红水河,2006,(2):101-104. (PAN Chunjun. Application of Stepped Spillway on Letan Hydropower Station[J] . Hongshui River, 2006,(2):101-104. (in Chinese))
[16] 唐朝阳.鱼背山水电站溢洪道消能工设计研究[J] .水电站设计,1995,(12):30-34. (TANG Chaoyang. Study on Dissipator Design of Spillway of Yubeishan Hydropower Station[J] . Electromechanical Technology of Hydropower Station, 1995,(12):30-34. (in Chinese))
[17] 陈群,戴光清.鱼背山水库岸边阶梯溢洪道流场的三维数值模拟[J] .水力发电学报,2002,(3):62-72. (CHEN Qun, DAI Guangqing. Threedimensional Numerical Simulation of the Stepped Spillway Overflow at Yubeishan Reservoir[J] . Journal of Hydroelectric Engineering, 2002,(3):62-72. (in Chinese))
基金
国家自然科学基金项目(41230637);国家重点基础发展计划资助“973”计划项目(2011CB710605)