·研究探討·

數(shù)值天氣預(yù)報(bào)的成功經(jīng)驗(yàn)對(duì)洪水預(yù)報(bào)的啟示

芮孝芳1：( 1 )

我國(guó)水治理現(xiàn)狀評(píng)估與展望

吳 丹，曹思奇，康 雪，王弘躋，劉 帥，許賀艷1：( 7 )

長(zhǎng)江葛洲壩下游魚(yú)類資源量的關(guān)鍵水文指標(biāo)識(shí)別

班 璇,DIPLAS Panayiotis ,呂曉蓉,肖 飛,李書(shū)娟1：(15)

彎曲河流頸口裁彎不同階段水流運(yùn)動(dòng)特性

吳新宇,李志威,胡旭躍,陳 幫,楊 玥1：(21)

魚(yú)類在TDG過(guò)飽和含沙水體中的耐受性

孫井沛,施浩然,劉曉慶,王俊杰,袁 嫄1：(28)

基于正交試驗(yàn)法的高模量區(qū)E-B模型參數(shù)敏感性分析

李炎隆,張敬華,張?jiān)偻?劉云賀1：(34)

土工袋雙軸壓縮的離散元數(shù)值模擬

高軍軍,湯 雷,劉斯宏,李 建,王恩準(zhǔn)1：(39)

環(huán)境流量研究的前沿問(wèn)題與挑戰(zhàn)

陳 昂2:( 1 )

污染物對(duì)流-擴(kuò)散逆過(guò)程源項(xiàng)反演的伴隨方法

胡 煜,張文俊,任華堂,夏建新2:( 7 )

基于能值分析的生態(tài)供水效益量化方法

黃顯峰,周 祎,閻 瑋,方國(guó)華,陳思宇2:(12)

基于二元水循環(huán)及系統(tǒng)熵理論的城市用水配置

鄒 進(jìn)2:(16)

錢(qián)塘江河口七堡段氯度時(shí)空變化及與水文的關(guān)系

李若華, 夏冬梅, 姚凱華2:(21)

潰壩洪水在下游水庫(kù)的演進(jìn)及壩前爬高

譚 箐，王曉剛，劉火箭，王小東，羅仕成2:(26)

非淹沒(méi)剛性植被影響下孤立波在岸灘上的爬高

姚 宇,唐夢(mèng)君,唐政江,蔣昌波2:(31)

河北省主要作物系數(shù)時(shí)空分布特征

曹永強(qiáng)，李曉瑞，朱明明2:(37)

長(zhǎng)江上游水庫(kù)群非線性安全度防洪調(diào)度策略

康 玲,周麗偉,李爭(zhēng)和,惠六一3：( 1 )

我國(guó)京津冀地區(qū)良性水資源調(diào)控思路及應(yīng)對(duì)策略

周 斌,桑學(xué)鋒,秦天玲,劉姍姍,嚴(yán)登華3：( 6 )

水利樞紐群安全調(diào)控技術(shù)體系

樊啟祥,肖 舸，劉志武3：(11)

2018年全球水電發(fā)展現(xiàn)狀與開(kāi)發(fā)潛力分析

周興波,杜效鵠3：(18)

袁寄望，宗全利，馮 博3：(24)

組合式水力空化殺滅原水中病原微生物的試驗(yàn)

李大慶,董志勇,楊 杰,張邵輝,柳文菁3：(33)

考慮壩體柔性的重力壩壩面地震動(dòng)水壓力計(jì)算

王 毅,胡志強(qiáng),郭維東3：(38)

鹽凍融環(huán)境下鋼筋混凝土結(jié)構(gòu)銹蝕壽命預(yù)測(cè)

彭艷周,高 軍,徐 港,李 想3：(44)

2016年達(dá)拉特旗淤地壩水毀原因及攔沙效果

汪自力, 張寶森,劉紅珍,李春江, 林秀芝,楊吉山4：( 1 )

喀斯特峰叢-洼地小流域洪水滯時(shí)及相似性分析

龔軼芳,陳 喜,張志才,張潤(rùn)潤(rùn),程勤波4：( 7 )

倫敦城市洪水風(fēng)險(xiǎn)管理的啟示

許 怡,吳永祥,王高旭,施 睿4：(13)

含聚丙烯酰胺的管道螺旋流流動(dòng)特性試驗(yàn)

胡旭躍,劉 高,李志威4：(19)

單株和簇狀植物分布方式對(duì)消波的影響試驗(yàn)

彭 浩,陳 杰,蔣昌波,何 飛,隆院男,屈 科,鄧 斌,伍志元4：(27)

考慮風(fēng)險(xiǎn)與社會(huì)支付意愿的大壩長(zhǎng)效服役決策

陳 波,黃梓莘,鄭付剛,吳邦彬4：(35)

水文隨機(jī)變量二維分布及其應(yīng)用

芮孝芳5:(36)

渦河中下游浮游植物時(shí)空分布及成因

梁建,路偉亭5:(43)

我國(guó)大西線“江河連通”調(diào)水新格局的設(shè)想與評(píng)析

陳傳友,沈 鐳,胡長(zhǎng)順,占車生,李 玎,陳根富6:( 1 )

考慮融雪洪水跳躍變異的水庫(kù)極限防洪風(fēng)險(xiǎn)復(fù)核

陳伏龍,李紹飛,馮 平,何新林,龍愛(ài)華6:( 9 )

風(fēng)場(chǎng)對(duì)雨量計(jì)收集降水影響的流體動(dòng)力學(xué)研究

蔡 釗，劉九夫，李薛剛，王 妞，王 歡，廖敏涵6:(17)

海嘯波作用下植被區(qū)海堤局部沖刷試驗(yàn)

蔣昌波, 鄭 睿, 陳 杰, 鄧 斌, 馮 璐6:(24)

分叉型庫(kù)盤(pán)變形及對(duì)特高拱壩變形性態(tài)的影響

吳邦彬,顧沖時(shí),陳 波,何明明6:(31)

平江淺埋地下儲(chǔ)氣實(shí)驗(yàn)庫(kù)力學(xué)響應(yīng)數(shù)值分析

蔣中明,黃毓成,劉瀾婷,趙海斌,梅松華,李 鵬6:(37)

壓縮荷載作用下考慮T應(yīng)力影響的裂紋擴(kuò)展行為特性

李金鳳,何兆益,李修磊,楊 超6:(44)

水環(huán)境下的混凝土濕度影響因素試驗(yàn)

張國(guó)輝,李肖杭,魏 海6:(51)

·工程技術(shù)·

高面膜堆石壩關(guān)鍵設(shè)計(jì)概念與設(shè)計(jì)方法

束一鳴1：(46)

邊坡群穩(wěn)定性耦聯(lián)分析方法在三峽庫(kù)區(qū)的應(yīng)用

華小軍,樊啟祥,尚毅梓,程 建,張玉柱,劉志武1：(54)

海水環(huán)境下MICP加固珊瑚砂試驗(yàn)

彭 劼,田艷梅,楊建貴1：(58)

導(dǎo)葉相對(duì)距離對(duì)S形軸伸式貫流泵壓力脈動(dòng)特性的影響

吳晨暉,湯方平,石麗建,謝傳流,張文鵬1：(63)

混凝土壩長(zhǎng)期運(yùn)行安全的理想點(diǎn)法評(píng)價(jià)模型

劉 晗,李明超,沈 揚(yáng),張 野1：(70)

基于有限體積法Godunov格式的水錘計(jì)算模型

趙 越,周 領(lǐng),劉德有,張永會(huì),王家澤,曹 云,潘天文1：(76)

基于Neumann展開(kāi)隨機(jī)有限元的混凝土重力壩結(jié)構(gòu)可靠度分析

程 井,韋錦鵬,李宗樾,李培聰2:(46)

大古水電站壩前排沙運(yùn)行方式與排沙漏斗形態(tài)

王芳芳,吳時(shí)強(qiáng),高 昂,薛萬(wàn)云2:(51)

基于LSTM神經(jīng)網(wǎng)絡(luò)的水電站短期水位預(yù)測(cè)方法

劉亞新,樊啟祥,尚毅梓,樊啟萌,劉志武2:(56)

挑流水墊塘摻氣比尺效應(yīng)試驗(yàn)

辜晉德,趙建鈞,安建峰2:(61)

梯形透水潛壩附近水面線及透水率

王文森,程永舟,王小明,黃筱云2:(66)

基于SPH法的正弦形消力池底板水躍現(xiàn)象數(shù)值模擬

薄夫萍，吳海濤，王 星，張?jiān)圃?，顧聲?:(72)

非棄水期葛洲壩水電站下游水位變化過(guò)程預(yù)測(cè)新方法

徐 楊,樊啟祥,尚毅梓,阮燕云,張玉柱,劉志武3：(50)

潮間帶泥沙起動(dòng)切應(yīng)力現(xiàn)場(chǎng)測(cè)量裝置

龔 政,甘 全,徐貝貝,張 茜,趙 堃,張長(zhǎng)寬3：(56)

平原河網(wǎng)地區(qū)泵閘合建樞紐布置形式

陸 倩,崔 冬,田利勇,張 婧3：(62)

寒冷地區(qū)面板堆石壩施工期面板開(kāi)裂原因

何鮮峰,汪自力,何 啟3：(68)

基于M-ELM的大壩變形安全監(jiān)控模型

胡德秀,屈旭東,楊 杰,程 琳,常 夢(mèng)3：(75)

基于GA-BP神經(jīng)網(wǎng)絡(luò)的碾壓混凝土壓實(shí)度實(shí)時(shí)評(píng)價(jià)方法

田正宏,蘇偉豪,鄭 祥,焦新宸3：(81)

考慮成層地基的黏彈性人工邊界模型

尹 剛, 趙蘭浩, 李同春3：(87)

多組群教學(xué)優(yōu)化算法-神經(jīng)網(wǎng)絡(luò)-支持向量機(jī)組合模型在徑流預(yù)測(cè)中的應(yīng)用

崔東文4：(41)

空化對(duì)軸流泵葉輪能量轉(zhuǎn)化特性的影響

吳晨暉，湯方平，楊 帆，謝傳流，孫丹丹4：(49)

渡槽排架結(jié)構(gòu)環(huán)境激勵(lì)模態(tài)試驗(yàn)

顧培英，劉冬梅，鄧 昌，湯 雷4：(56)

基于土料參數(shù)時(shí)變特性的土石壩滲透破壞概率動(dòng)態(tài)分析方法

歐 斌,傅蜀燕,林志祥,高勝松4：(64)

大體積混凝土結(jié)構(gòu)構(gòu)件最小配筋率

汪基偉,陳思遠(yuǎn),冷 飛4：(69)

基于BIM的碾壓混凝土壩施工進(jìn)度-成本聯(lián)合管控

黃建文,毛宇辰,王 東,祝建軍,周宜紅5:(66)

混凝土面板堆石壩垂直縫止水劣化過(guò)程量水堰監(jiān)測(cè)分析

章宇璟,鄭東健,阮洪松,吳金榮5:(73)

基于FP-growth的大壩安全監(jiān)測(cè)數(shù)據(jù)挖掘方法

毛寧寧,蘇懷智,高建新5:(78)

折疊液壓壩支撐結(jié)構(gòu)工作特性有限元分析

俞昊捷,沈振中,徐力群,張宏偉,林 杰5:(83)

基于關(guān)聯(lián)規(guī)則的土石壩滲流推理預(yù)測(cè)方法及應(yīng)用

李 俊,蘇懷智,周仁練5:(89)

基于SWMM模型的南京典型易澇區(qū)暴雨內(nèi)澇模擬

宋 耘,李瓊芳,牛銘媛,閆方秀,和鵬飛,陳啟慧,周正模,杜 堯6:(56)

分側(cè)式閘站樞紐下游底坎整流特性

馮建剛,孟湘云,錢(qián)尚拓6:(62)

基于數(shù)值模擬的小浪底龍?zhí)ь^式泄洪洞防洪安全分析

張春晉,孫西歡,李永業(yè),張學(xué)琴,張雪蘭,楊小妮,李 飛6:(68)

水閘側(cè)墻與土體接合部滲透破壞過(guò)程模擬試驗(yàn)

李 娜,汪自力,趙壽剛,岳瑜素6:(75)

水泥+石灰復(fù)合改性膨脹土對(duì)水質(zhì)的影響

吳建濤,伍 洋,金科羽,李國(guó)維,陳承謙,米帥奇,郭笑彤6:(82)

檢修閘門(mén)門(mén)槽承載力性能及破壞模式

張 濤,喻 君,汪基偉6:(88)

·專題綜述·

新疆碾壓式瀝青混凝土心墻壩筑壩技術(shù)進(jìn)展

李 江,柳 瑩,何建新1：(82)

海堤工程波浪溢流問(wèn)題研究進(jìn)展

潘 毅,張 壯,袁賽瑜,周子駿,陳永平1：(90)

入湖河流尾閭河段河型問(wèn)題研究進(jìn)展

陳 珺, 李 斌, 鄧麗華,于明田,晏成明2:(79)

摻氣減蝕技術(shù)及摻氣設(shè)施研究進(jìn)展

高 昂, 吳時(shí)強(qiáng), 王芳芳,朱森林2:(86)

風(fēng)暴作用下淤泥質(zhì)潮灘-潮溝系統(tǒng)地貌演變研究進(jìn)展

龔 政,張巖松,趙 堃,周 曾,張長(zhǎng)寬4：(75)

含植物水流動(dòng)力特性研究進(jìn)展

劉宏哲,婁 廈,劉曙光,鐘桂輝,張 洪4：(85)

國(guó)內(nèi)外過(guò)魚(yú)設(shè)施運(yùn)行效果評(píng)估與監(jiān)測(cè)技術(shù)研究綜述

溫靜雅,陳 昂，曹 娜,黃 茹,王海燕,王鵬遠(yuǎn)5:(49)

新疆長(zhǎng)距離輸水管道工程管材選擇與安全防護(hù)技術(shù)進(jìn)展

李 江,楊輝琴,金 波,黃 濤5:(56)

·砒砂巖區(qū)生態(tài)治理技術(shù)·

砒砂巖區(qū)侵蝕治理技術(shù)研究進(jìn)展

姚文藝,肖培青,王愿昌,申震洲5:( 1 )

砒砂巖風(fēng)化特性試驗(yàn)

楊才千,劉 強(qiáng),瞿 馮,趙艷兵,吳智仁5:(10)

改性黃河砒砂巖筑壩材料性能試驗(yàn)

李長(zhǎng)明,姚文藝,王立久,申震洲,劉慧,冷元寶5:(16)

砒砂巖抗剪強(qiáng)度與其結(jié)構(gòu)特征關(guān)系

伍 艷,蔡懷森,劉 慧,楊忠芳5:(21)

黃河皇甫川流域水沙關(guān)系特性及關(guān)鍵驅(qū)動(dòng)因素

黎 銘，張會(huì)蘭，孟鋮鋮5:(27)

ADVANCESINSCIENCEANDTECHNOLOGYOFWATERRESOURCES

CONTENTS2019

Inspirations of successful experience of numerical weather prediction to flood forecasting

RUIXiaofang1：( 1 )

Status evaluation and prospect of water governance in China

WUDan,etal1：( 7 )

Dentification of the key hydrologic indicators affecting fish resources in the downstream of Gezhouba Dam

BANXuan,etal1：(15)

Hydrodynamic characteristics of neck cutoff process of different stages in a meandering river

WUXinyu,etal1：(21)

Tolerance of fish to TDG supersaturated water with sediments

SUNJingpei,etal1：(28)

Sensitivity analysis ofE-Bmodel parameters in high modulus zone based on orthogonal test method

LIYanlong,etal1：(34)

Numerical simulation of a soilbag under biaxial compression using discrete element method

GAOJunjun,etal1：(39)

Key design concepts and approaches of high membrane faced rock-fill dams

SHUYiming1：(46)

Application of coupling analysis method for slopes stability in Three Gorges Reservoir Region

HUAXiaojun,etal1：(54)

Experiments of coral sand reinforcement using MICP in seawater environment

PENGJie,etal1：(58)

Effect of relative position of guide vanes on pressure pulsation characteristics of

a S-shaped extension tubular pumping system

WUChenhui,etal1：(63)

Evaluation model based on ideal point method for long-term operation safety of concrete dams

LIUHan,etal1：(70)

Water hammer model based on finite volume method and Godunov-type scheme

ZHAOYue,etal1：(76)

Advances in construction technologies of roller compacted asphalt concrete core wall dams in Xinjiang

LIJiang,etal1：(82)

An overview of research on combined wave and surge overtopping on levees

PANYi,etal1：(90)

Frontiers and challenges of environmental flow research

CHENAng2:( 1 )

Adjoint method for source term inversion in reverse process of pollutant convection-diffusion

HUYu,etal2:( 7 )

Quantifying benefits of ecological water supply based on emergy analysis

HUANGXianfeng,etal2:(12)

Allocation of urban water resources based on dualistic water cycle theory and system entropy

ZOUJin2:(16)

Temporal and spatial variation of chlorinity and its relationship with hydrology in Qibao Section of

Qiantang Estuary

LIRuohua,etal2:(21)

Dam-break flood evolution in downstream reservoir and runup in front of dam

TANQing,etal2:(26)

Solitary wave run-up on beach slopes influenced by unsubmerged rigid vegetation

YAOYu,etal2:(31)

Spatial and temporal distribution characteristics of main crop coefficients in Hebei Province

CAOYongqiang,etal2:(37)

Structure reliability analysis of concrete gravity dams using Neumann expansion stochastic finite

element method

CHENGJing,etal2:(46)

Desilting operation modes and sand funnel patterns in front of Dagu Hydropower Station Dam

WANGFangfang,etal2:(51)

Short-term water level prediction method for hydropower station based on LSTM neural network

LIUYaxin,etal2:(56)

Experimental study on scale effect of a aerated jet in a plunge pool

GUJinde,etal2:(61)

Water surface profile and permeable rate near a trapezoidal permeable submerged dam

WANGWensen,etal2:(66)

Numerical simulation of hydraulic jumps in a stilling basin with sinusoidal corrugated beds based on

SPH method

BOFuping,etal2:(72)

Advances in river pattern problems of tail reach for inflow rivers

CHENJun，etal2:(79)

Research progress of aeration cavitation reduction technology and aeration devices

GAOAng,etal2:(86)

Nonlinear safety degree flood control strategy of multi-reservoirs in upper Yangtze River

KANGLing,etal3：( 1 )

Regulation ideas and coping strategies of virtuous water resources in Beijing-Tianjin-Hebei region of China

ZHOUBin,etal3：( 6 )

Safety regulation technology system for water control projects

FANQixiang,etal3：(11)

Development status and potential analysis of global hydropower in 2018

ZHOUXingbo,etal3：(18)

Characteristics and influencing factors of channel geometry adjustments of Tarim River

YUANJiwang,etal3：(24)

Experiment on pathogenic microorganisms in raw water killed by a combined hydrodynamic

cavitation device

LIDaqing,etal3：(33)

Calculation of earthquake-induced hydrodynamic pressure considering gravity dam flexibility

WANGYi,etal3：(38)

Prediction for corrosion life of reinforced concrete structures under salt freeze-thaw environment

PENGYanzhou,etal3：(44)

A novel forecasting method for downstream water level variation of Gezhouba Hydropower Station during

non-abandoning water period

XUYang,etal3：(50)

An in situ measurement device for sediment critical shear stress in intertidal zone

GONGZheng,etal3：(56)

Arrangement types of a combined sluice-pump hub in plain river network region

LUQian,etal3：(62)

Cause analysis of face cracking of a CFRD during construction period in cold regions

HEXianfeng,etal3：(68)

A safety monitoring model of dam deformation based on M-ELM

HUDexiu,etal3：(75)

Real-time evaluation method of compaction degree for roller-compacted concrete based on

GA-BP neural network

TIANZhenghong,etal3：(81)

Viscoelastic artificial boundary model considering layered foundation

YINGang,etal3：(87)

Damage causes and sand-blocking effects of warping dams in Dalat Banner in 2016

WANGZili,etal4：( 1 )

Analysis of flood lag time and similarity in small karst peak cluster-depression watersheds

GONGYifang,etal4：( 7 )

Enlightenments of urban flood risk management in London

XUYi,etal4：(13)

Experimental study on flow characteristics of pipeline spiral flows containing PAM

HUXuyue,etal4：(19)

Experimental study on wave attenuation effects by single and patchy rigid vegetation

PENGHao,etal4：(27)

Decision-making method of dams for long-term service considering risks and social willingness to pay

CHENBo,etal4：(35)

Combined model of multi-group teaching optimization algorithm-neural network-support vector machine in

runoff prediction application

CUIDongwen4：(41)

Numerical simulation analysis of cavitation impact on energy conversion characteristics of

an axial flow pump impeller

WUChenhui,etal4：(49)

Modal test of aqueduct bent structures based on ambient excitation

GUPeiying,etal4：(56)

Dynamic analysis method for seepage failure probability of earth-rock dams based on

time-varying characteristics of soil parameters

OUBin,etal4：(64)

Research on minimum reinforcement ratio of members in mass concrete structures

WANGJiwei,etal4：(69)

Advances in coastal storm impacts on morphological evolution of mud tidal flat-creek system

GONGZheng,etal4：(75)

Advances in hydrodynamic characteristics of flows with vegetation

LIUHongzhe,etal4：(85)

Research progress on soil erosion control technologies in Pisha sandstone areas

YAOWenyi,etal5:( 1 )

Experimental study on weathering characteristics of Pisha sandstone

YANGCaiqian,etal5:(10)

Research on properties of modified Yellow River Pisha sandstone dam construction materials

LIChangming,etal5:(16)

Relationship between shear strength and structural characteristics of Pisha sandstone

WUYan,etal5:(21)

Study on characteristics of water-sediment relationship and key influencing factors in

Huangfuchuan Watershed of Yellow River

LIMing,etal5:(27)

Binary distribution function of hydrology randon variable and it’s applications

RUIXiaofang5:(36)

Spatial and temporal distributions and the cause analysis of phytoplankton in the middle and

lower reaches of Guo River

LIANGJian,etal5:(43)

A review of effectiveness assessment and monitoring technologies for fish passage facilities

WENJingya,etal5:(49)

Progress for pipe selection and safety protection technology of long distance water transfer pipeline

engineering in Xinjiang

LIJiang,etal5:(56)

Construction schedule-cost joint control of RCC dams based on BIM

HUANGJianwen,etal5:(66)

Measuring weir monitoring analysis of water sealing deterioration process in vertical joints of

a concrete faced rockfill dam

ZHANGYujing,etal5:(73)

Data mining method for dam safety monitoring based on FP-growth algorithm

MAONingning,etal5:(78)

Operating characteristics of support structure for a folding hydraulic lifting dam by FEM

YUHaojie,etal5:(83)

Seepage prediction method based on association rules and its application to earth-rock dams

LIJun,etal5:(89)

Analysis of and preliminary comments on new pattern of rivers-connected water transfer along

Great Western Line of China

CHENChuanyou,etal6:( 1 )

Recheck analysis of reservoir extreme flood control risk considering snowmelt flood sequences with

jump up components

CHENFulong,etal6:( 9 )

CFD simulation of wind field impact on gauge precipitation

CAIZhao,etal6:(17)

Experimental study on local scour of a seawall in vegetation area under tsunami waves

JIANGChangbo,etal6:(24)

The deformation of bifurcation reservoir basin and its influence on deformation behavior of

a super-high arch dam

WUBangbin,etal6:(31)

Numerical analysis of mechanical response of Pingjiang shallow underground pilot cavern for

compressed air storage

JIANGZhongming,etal6:(37)

Crack propagation behavior characteristics consideringT-stress effect under compression loading conditions

LIJinfeng,etal6:(44)

Experimental study on concrete humidity under water environment

ZHANGGuohui,etal6:(51)

Rainstorm and waterlogging simulation in typical inundated districts of Nanjing based on SWMM

SONGYun,etal6:(56)

Sill rectification characteristics downstream a unilaterally arranged pump-gateway

FENGJiangang,etal6:(62)

Flood control safety analysis of Xiaolangdi Dam Ogee Spillway Tunnel based on numerical simulation

ZHANGChunjin,etal6:(68)

Simulation test on seepage failure process of junctions between sluice side wall and soil mass

LINa,etal6:(75)

Effects of cement-lime compound modification of expansive soil on water quality

WUJiantao,etal6:(82)

Bearing capacity performance and failure modes of a maintenance gate slot

ZHANGTao,etal6:(88)