Seepage safety monitoring model for an earth rock dam under influence of high-impact typhoons based on particle swarm optimization algorithm

Extreme hydrological events induced by typhoons in reservoir areas have presented severe challenges to the safe operation of hydraulic structures. Based on analysis of the seepage characteristics of an earth rock dam, a novel seepage safety monitoring model was constructed in this study. The nonline...

Full description

Saved in:
Bibliographic Details
Published inWater Science and Engineering Vol. 10; no. 1; pp. 70 - 77
Main Authors Xiang, Yan, Fu, Shu-yan, Zhu, Kai, Yuan, Hui, Fang, Zhi-yuan
Format Journal Article
LanguageEnglish
Published Elsevier B.V 2017
School of Water Resources and Hydraulic Engineering, Yunnan Agricultural University, Kunming 650000, China%State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China
College of Mechanics and Materials, Hohai University, Nanjing 210098, China
Elsevier
Subjects
Online AccessGet full text
ISSN1674-2370
2405-8106
2405-8106
DOI10.1016/j.wse.2017.03.005

Cover

Abstract Extreme hydrological events induced by typhoons in reservoir areas have presented severe challenges to the safe operation of hydraulic structures. Based on analysis of the seepage characteristics of an earth rock dam, a novel seepage safety monitoring model was constructed in this study. The nonlinear influence processes of the antecedent reservoir water level and rainfall were assumed to follow normal distributions. The particle swarm optimization (PSO) algorithm was used to optimize the model parameters so as to raise the fitting accuracy. In addition, a mutation factor was introduced to simulate the sudden increase in the piezometric level induced by short-duration heavy rainfall and the possible historical extreme reservoir water level during a typhoon. In order to verify the efficacy of this model, the earth rock dam of the Siminghu Reservoir was used as an example. The piezometric level at the SW1-2 measuring point during Typhoon Fitow in 2013 was fitted with the present model, and a corresponding theoretical expression was established. Comparison of fitting results of the piezometric level obtained from the present statistical model and traditional statistical model with monitored values during the typhoon shows that the present model has a higher fitting accuracy and can simulate the uprush feature of the seepage pressure during the typhoon perfectly.
AbstractList Extreme hydrological events induced by typhoons in reservoir areas have presented severe challenges to the safe operation of hydraulic structures.Based on analysis of the seepage characteristics of an earth rock dam,a novel seepage safety monitoring model was constructed in this study.The nonlinear influence processes of the antecedent reservoir water level and rainfall were assumed to follow normal distributions.The particle swarm optimization (PSO) algorithm was used to optimize the model parameters so as to raise the fitting accuracy.In addition,a mutation factor was introduced to simulate the sudden increase in the piezometric level induced by short-duration heavy rainfall and the possible historical extreme reservoir water level during a typhoon.In order to verify the efficacy of this model,the earth rock dam of the Siminghu Reservoir was used as an example.The piezometric level at the SW1-2 measuring point during Typhoon Fitow in 2013 was fitted with the present model,and a corresponding theoretical expression was established.Comparison of fitting results of the piezometric level obtained from the present statistical model and traditional statistical model with monitored values during the typhoon shows that the present model has a higher fitting accuracy and can simulate the upmsh feature of the seepage pressure during the typhoon perfectly.
Extreme hydrological events induced by typhoons in reservoir areas have presented severe challenges to the safe operation of hydraulic structures. Based on analysis of the seepage characteristics of an earth rock dam, a novel seepage safety monitoring model was constructed in this study. The nonlinear influence processes of the antecedent reservoir water level and rainfall were assumed to follow normal distributions. The particle swarm optimization (PSO) algorithm was used to optimize the model parameters so as to raise the fitting accuracy. In addition, a mutation factor was introduced to simulate the sudden increase in the piezometric level induced by short-duration heavy rainfall and the possible historical extreme reservoir water level during a typhoon. In order to verify the efficacy of this model, the earth rock dam of the Siminghu Reservoir was used as an example. The piezometric level at the SW1-2 measuring point during Typhoon Fitow in 2013 was fitted with the present model, and a corresponding theoretical expression was established. Comparison of fitting results of the piezometric level obtained from the present statistical model and traditional statistical model with monitored values during the typhoon shows that the present model has a higher fitting accuracy and can simulate the uprush feature of the seepage pressure during the typhoon perfectly.
Extreme hydrological events induced by typhoons in reservoir areas have presented severe challenges to the safe operation of hydraulic structures. Based on analysis of the seepage characteristics of an earth rock dam, a novel seepage safety monitoring model was constructed in this study. The nonlinear influence processes of the antecedent reservoir water level and rainfall were assumed to follow normal distributions. The particle swarm optimization (PSO) algorithm was used to optimize the model parameters so as to raise the fitting accuracy. In addition, a mutation factor was introduced to simulate the sudden increase in the piezometric level induced by short-duration heavy rainfall and the possible historical extreme reservoir water level during a typhoon. In order to verify the efficacy of this model, the earth rock dam of the Siminghu Reservoir was used as an example. The piezometric level at the SW1-2 measuring point during Typhoon Fitow in 2013 was fitted with the present model, and a corresponding theoretical expression was established. Comparison of fitting results of the piezometric level obtained from the present statistical model and traditional statistical model with monitored values during the typhoon shows that the present model has a higher fitting accuracy and can simulate the uprush feature of the seepage pressure during the typhoon perfectly.
Author Yan Xiang Shu-yan Fu Kai Zhu Hui Yuan Zhi-yuan Fang
AuthorAffiliation Dam Safety Management Center of the Ministry of Water Resources, Nanjing Hydraulic Research Institute, Nanjing 210029, China State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China College of Mechanics and Materials, Hohai University, Nanjing 210098, China School of Water Resources and Hydraulic Engineering, Yunnan Agricultural University, Kunming 650000, China
AuthorAffiliation_xml – name: College of Mechanics and Materials, Hohai University, Nanjing 210098, China;School of Water Resources and Hydraulic Engineering, Yunnan Agricultural University, Kunming 650000, China%State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China
Author_xml – sequence: 1
  givenname: Yan
  surname: Xiang
  fullname: Xiang, Yan
  email: yxiang@nhri.cn
  organization: Dam Safety Management Center of the Ministry of Water Resources, Nanjing Hydraulic Research Institute, Nanjing 210029, China
– sequence: 2
  givenname: Shu-yan
  surname: Fu
  fullname: Fu, Shu-yan
  organization: College of Mechanics and Materials, Hohai University, Nanjing 210098, China
– sequence: 3
  givenname: Kai
  surname: Zhu
  fullname: Zhu, Kai
  organization: State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China
– sequence: 4
  givenname: Hui
  surname: Yuan
  fullname: Yuan, Hui
  organization: Dam Safety Management Center of the Ministry of Water Resources, Nanjing Hydraulic Research Institute, Nanjing 210029, China
– sequence: 5
  givenname: Zhi-yuan
  surname: Fang
  fullname: Fang, Zhi-yuan
  organization: Dam Safety Management Center of the Ministry of Water Resources, Nanjing Hydraulic Research Institute, Nanjing 210029, China
BookMark eNqNks9u3CAQxq0qlbpN8wC9oV568paxMWD1VEX9EylSD23PCAO22djgAtvN9hn60GXjVQ49RJWQQMz8vhnm42Vx4bwzRfEa8BYw0He77SGabYWBbXG9xbh5VmwqgpuSA6YXxQYoI2VVM_yiuIrRdhiANHnVm-LPN2MWORgUZW_SEc3e2eSDdUM-ajOh3gckHTIypBEFr-6QljPaO20Csq6f9sYpg3yPRjuMpZ0XqRJKx2X03kXUyWg08g4tmbdqynUOMszIL8nO9rdMNsfkNOSKaZxfFc97OUVzdd4vix-fPn6__lLefv18c_3htpSE81SC7nnd1ljRvqsYEM4I06zmlQbZKgVASccIaKU7XZmubwxTlLdQdxVw1VT1ZXGz6movd2IJdpbhKLy04uHCh0Gc2xW4ZqQFUJQSThqmO8Ko5kbpHGCENlmrWrX2bpHHg5ymR0HA4mSP2IlsjzjZk-VEtidDb1foIF0v3SB2fh9cfrKId_fHQZ1ycWZxzoQ1UwUfYzD9f6mzfxhl08OoU5B2epJ8v5ImT_-XNUFEZU8GaxuMSnk89kn6zbnu6N3wM_-hx2YpgxYw4039F9Cw11Y
CitedBy_id crossref_primary_10_1155_2018_1712653
crossref_primary_10_1016_j_wse_2019_08_002
crossref_primary_10_1016_j_wse_2019_09_002
crossref_primary_10_1155_2020_1641747
crossref_primary_10_1155_2022_6944442
crossref_primary_10_3390_su14148378
crossref_primary_10_3390_app12136293
crossref_primary_10_1007_s11356_021_16749_3
crossref_primary_10_1155_2018_8191802
crossref_primary_10_3390_w13233384
crossref_primary_10_3390_s18092749
crossref_primary_10_1007_s12205_022_0611_6
crossref_primary_10_1186_s12302_022_00615_1
crossref_primary_10_1016_j_eswa_2023_122798
crossref_primary_10_1016_j_advengsoft_2020_102870
crossref_primary_10_3390_w14223620
crossref_primary_10_1007_s11356_022_18559_7
crossref_primary_10_1016_j_advengsoft_2022_103268
crossref_primary_10_1109_ACCESS_2021_3056588
crossref_primary_10_1007_s00024_024_03625_7
crossref_primary_10_1016_j_measurement_2024_114172
crossref_primary_10_1155_2020_1404295
Cites_doi 10.1016/S1001-6058(09)60088-3
10.1016/S0093-6413(02)00310-5
10.1016/j.matcom.2008.12.022
10.1016/j.ijrmms.2010.03.011
10.1063/PT.3.1475
10.1016/S0013-7952(00)00058-2
10.1002/nag.1029
10.1029/2009WR007704
10.1016/j.advwatres.2014.05.006
10.1016/j.apm.2011.04.002
10.1016/j.compgeo.2009.05.005
10.1016/j.swevo.2014.02.004
10.1016/j.geomorph.2013.07.020
10.1016/j.strusafe.2011.04.003
10.1016/j.enggeo.2012.02.013
10.1016/S1001-6058(10)60093-5
10.1016/j.asoc.2015.04.029
ContentType Journal Article
Copyright 2017 Hohai University
Copyright © Wanfang Data Co. Ltd. All Rights Reserved.
Copyright_xml – notice: 2017 Hohai University
– notice: Copyright © Wanfang Data Co. Ltd. All Rights Reserved.
DBID 2RA
92L
CQIGP
W92
~WA
6I.
AAFTH
AAYXX
CITATION
2B.
4A8
92I
93N
PSX
TCJ
ADTOC
UNPAY
DOA
DOI 10.1016/j.wse.2017.03.005
DatabaseName 中文期刊服务平台
中文科技期刊数据库-CALIS站点
维普中文期刊数据库
中文科技期刊数据库-工程技术
中文科技期刊数据库- 镜像站点
ScienceDirect Open Access Titles
Elsevier:ScienceDirect:Open Access
CrossRef
Wanfang Data Journals - Hong Kong
WANFANG Data Centre
Wanfang Data Journals
万方数据期刊 - 香港版
China Online Journals (COJ)
China Online Journals (COJ)
Unpaywall for CDI: Periodical Content
Unpaywall
DOAJ Open Access Full Text
DatabaseTitle CrossRef
DatabaseTitleList



Database_xml – sequence: 1
  dbid: DOA
  name: DOAJ Directory of Open Access Journals
  url: https://www.doaj.org/
  sourceTypes: Open Website
– sequence: 2
  dbid: UNPAY
  name: Unpaywall
  url: https://proxy.k.utb.cz/login?url=https://unpaywall.org/
  sourceTypes: Open Access Repository
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
DocumentTitleAlternate Seepage safety monitoring model for an earth rock dam under influence of high-impact typhoons based on particle swarm optimization algorithm
EISSN 2405-8106
EndPage 77
ExternalDocumentID oai_doaj_org_article_0374911c6648457db476d8ecd0377465
10.1016/j.wse.2017.03.005
skxygc201701010
10_1016_j_wse_2017_03_005
S1674237017300273
671910785
GrantInformation_xml – fundername: National Natural Science Foundation of China
  grantid: 51179108; 51679151
  funderid: http://dx.doi.org/10.13039/501100001809
– fundername: Program Sponsored for Scientific Innovation Research of College Graduates in Jiangsu Province
  grantid: KYZZ15_0140
– fundername: National Key Research and Development Program
  grantid: 2016YFC0401603
– fundername: Public Welfare Industry of the Ministry of Water Resources of China
  grantid: 201501033
– fundername: the National Natural Science Foundation of China; the Special Fund for the Public Welfare Industry of the Ministry of Water Resources of China; the National Key Research and Development Program; the Program Sponsored for Scientific Innovation Research of College Graduates in Jiangsu Province
  funderid: (Grants 51179108 and 51679151); (Grant 201501033); (Grant 2016YFC0401603); (Grant KYZZ15_0140)
GroupedDBID 2RA
92L
ALMA_UNASSIGNED_HOLDINGS
CDYEO
CQIGP
W92
~WA
6I.
AAFTH
AAYXX
CITATION
2B.
4A8
92I
93N
PSX
TCJ
-03
-0C
-SC
-S~
0R~
4.4
457
5VR
5VS
92H
92M
9D9
9DC
AAEDT
AAEDW
AAHTB
AAIKJ
AALRI
AAXUO
AAYWO
ABMAC
ABPEJ
ACGFS
ACVFH
ADCNI
ADEZE
ADTOC
ADVLN
AEUPX
AEXQZ
AFPUW
AFUIB
AGHFR
AIGII
AITUG
AKBMS
AKRWK
AKYEP
AMRAJ
CAJEC
CCEZO
CEKLB
CHBEP
EBS
EJD
FDB
GROUPED_DOAJ
IPNFZ
JUIAU
KQ8
M41
O9-
OK1
Q--
Q-2
RIG
ROL
RT3
SSZ
T8S
TGT
U1F
U1G
U5C
U5M
UNPAY
~MA
ID FETCH-LOGICAL-a488t-1df83930c6fb27148747d7382d1a9cc1164b741dcdbd2ebf5e7c68913b218c523
IEDL.DBID UNPAY
ISSN 1674-2370
2405-8106
IngestDate Fri Oct 03 12:53:00 EDT 2025
Tue Aug 19 16:43:39 EDT 2025
Thu May 29 04:03:15 EDT 2025
Tue Jul 01 02:57:26 EDT 2025
Thu Apr 24 22:56:41 EDT 2025
Thu Jul 20 20:00:37 EDT 2023
Wed Feb 14 10:02:06 EST 2024
IsDoiOpenAccess true
IsOpenAccess true
IsPeerReviewed true
IsScholarly true
Issue 1
Keywords Typhoon
Earth rock dam
Mutation factor
Particle swarm optimization algorithm
Seepage pressure
Monitoring model
Lagging effect
Piezometric level
Language English
License This is an open access article under the CC BY-NC-ND license.
cc-by-nc-nd
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-a488t-1df83930c6fb27148747d7382d1a9cc1164b741dcdbd2ebf5e7c68913b218c523
Notes Monitoring model; Particle swarm optimization algorithm; Earth rock dam; Lagging effect; Typhoon; Seepage pressure; Mutation factor; Piezometric level
32-1785/TV
Extreme hydrological events induced by typhoons in reservoir areas have presented severe challenges to the safe operation of hydraulic structures. Based on analysis of the seepage characteristics of an earth rock dam, a novel seepage safety monitoring model was constructed in this study. The nonlinear influence processes of the antecedent reservoir water level and rainfall were assumed to follow normal distributions. The particle swarm optimization (PSO) algorithm was used to optimize the model parameters so as to raise the fitting accuracy. In addition, a mutation factor was introduced to simulate the sudden increase in the piezometric level induced by short-duration heavy rainfall and the possible historical extreme reservoir water level during a typhoon. In order to verify the efficacy of this model, the earth rock dam of the Siminghu Reservoir was used as an example. The piezometric level at the SW1-2 measuring point during Typhoon Fitow in 2013 was fitted with the present model, and a corresponding theoretical expression was established. Comparison of fitting results of the piezometric level obtained from the present statistical model and traditional statistical model with monitored values during the typhoon shows that the present model has a higher fitting accuracy and can simulate the uprush feature of the seepage pressure during the typhoon perfectly.
OpenAccessLink https://proxy.k.utb.cz/login?url=https://doi.org/10.1016/j.wse.2017.03.005
PageCount 8
ParticipantIDs doaj_primary_oai_doaj_org_article_0374911c6648457db476d8ecd0377465
unpaywall_primary_10_1016_j_wse_2017_03_005
wanfang_journals_skxygc201701010
crossref_primary_10_1016_j_wse_2017_03_005
crossref_citationtrail_10_1016_j_wse_2017_03_005
elsevier_sciencedirect_doi_10_1016_j_wse_2017_03_005
chongqing_primary_671910785
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate 2017
January 2017
2017-01-00
2017-01-01
PublicationDateYYYYMMDD 2017-01-01
PublicationDate_xml – year: 2017
  text: 2017
PublicationDecade 2010
PublicationTitle Water Science and Engineering
PublicationTitleAlternate water science and engineering
PublicationTitle_FL Water Science and Engineering
PublicationYear 2017
Publisher Elsevier B.V
School of Water Resources and Hydraulic Engineering, Yunnan Agricultural University, Kunming 650000, China%State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China
College of Mechanics and Materials, Hohai University, Nanjing 210098, China
Elsevier
Publisher_xml – name: Elsevier B.V
– name: College of Mechanics and Materials, Hohai University, Nanjing 210098, China
– name: School of Water Resources and Hydraulic Engineering, Yunnan Agricultural University, Kunming 650000, China%State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China
– name: Elsevier
References Li, Ge, Jie (bib15) 2003; 30
Wu (bib21) 2006
Lin, Jeng (bib16) 2000; 58
Fu, Xiang, Liu, Li, Wang (bib8) 2011; 4
Cho (bib5) 2012; 133−134
Lubchenco, Karl (bib17) 2012; 65
Tang, Zhan, Chen, Li, Nie (bib20) 2011; 23
Chen, Xue, Xu, Shahrour (bib3) 2010; 47
Jiang, Deng, Zhou, Lu (bib12) 2010; 22
Rada-Vilela, Johnston, Zhang (bib18) 2014; 17
Feng, Luo (bib7) 2009; 79
Xiao, Duan, Xiao (bib23) 2011; 33
Hossain, Jeyachandran, Pielke (bib11) 2010; 46
Xiang, Yuan, Wang, Li, Guan (bib22) 2012
Ahmed (bib1) 2009; 36
Bocchiola, Rosso (bib2) 2014; 71
Hashemi, Hatam (bib10) 2011; 35
Eberhart, Kennedy (bib6) 1995
Kiani, Pourtakdoust (bib14) 2015; 34
Chigira, Tsou, Matsushi, Hiraishi, Matsuzawa (bib4) 2013; 201
Su, Sun (bib19) 2013; 44
Gu, Wu (bib9) 2006
Kazemzadeh-Parsi, Daneshmand (bib13) 2012; 36
Lubchenco (10.1016/j.wse.2017.03.005_bib17) 2012; 65
Eberhart (10.1016/j.wse.2017.03.005_bib6) 1995
Kiani (10.1016/j.wse.2017.03.005_bib14) 2015; 34
Xiao (10.1016/j.wse.2017.03.005_bib23) 2011; 33
Chen (10.1016/j.wse.2017.03.005_bib3) 2010; 47
Feng (10.1016/j.wse.2017.03.005_bib7) 2009; 79
Fu (10.1016/j.wse.2017.03.005_bib8) 2011; 4
Hossain (10.1016/j.wse.2017.03.005_bib11) 2010; 46
Ahmed (10.1016/j.wse.2017.03.005_bib1) 2009; 36
Cho (10.1016/j.wse.2017.03.005_bib5) 2012; 133−134
Jiang (10.1016/j.wse.2017.03.005_bib12) 2010; 22
Xiang (10.1016/j.wse.2017.03.005_bib22) 2012
Lin (10.1016/j.wse.2017.03.005_bib16) 2000; 58
Bocchiola (10.1016/j.wse.2017.03.005_bib2) 2014; 71
Gu (10.1016/j.wse.2017.03.005_bib9) 2006
Hashemi (10.1016/j.wse.2017.03.005_bib10) 2011; 35
Chigira (10.1016/j.wse.2017.03.005_bib4) 2013; 201
Tang (10.1016/j.wse.2017.03.005_bib20) 2011; 23
Kazemzadeh-Parsi (10.1016/j.wse.2017.03.005_bib13) 2012; 36
Li (10.1016/j.wse.2017.03.005_bib15) 2003; 30
Rada-Vilela (10.1016/j.wse.2017.03.005_bib18) 2014; 17
Su (10.1016/j.wse.2017.03.005_bib19) 2013; 44
Wu (10.1016/j.wse.2017.03.005_bib21) 2006
References_xml – start-page: 39
  year: 1995
  end-page: 43
  ident: bib6
  article-title: A new optimizer using particle swarm theory
  publication-title: International Symposium on MICRO Machine and Human Science
– volume: 23
  start-page: 95
  year: 2011
  end-page: 104
  ident: bib20
  article-title: Typhoon process and its impact on the surface circulation in the northern South China Sea
  publication-title: J. Hydrodyn. Ser. B
– volume: 33
  start-page: 286
  year: 2011
  end-page: 295
  ident: bib23
  article-title: Typhoon wind hazard analysis for southeast China coastal regions
  publication-title: Struct. Saf.
– volume: 201
  start-page: 479
  year: 2013
  end-page: 493
  ident: bib4
  article-title: Topographic precursors and geological structures of deep-seated catastrophic landslides caused by Typhoon Talas
  publication-title: Geomorphology
– volume: 34
  start-page: 1
  year: 2015
  end-page: 17
  ident: bib14
  article-title: State estimation of nonlinear dynamic systems using weighted variance-based adaptive particle swarm optimization
  publication-title: Appl. Soft Comput.
– year: 2006
  ident: bib21
  article-title: Safety Monitoring of Dams and Dam Foundations: Theories and Methods and Their Application
– volume: 71
  start-page: 23
  year: 2014
  end-page: 31
  ident: bib2
  article-title: Safety of Italian dams in the face of flood hazard
  publication-title: Adv. Water Resour.
– volume: 36
  start-page: 780
  year: 2012
  end-page: 797
  ident: bib13
  article-title: Unconfined seepage analysis in earth dams using smoothed fixed grid finite element method
  publication-title: Int. J. Numer. Anal. Methods Geomech.
– volume: 35
  start-page: 4934
  year: 2011
  end-page: 4950
  ident: bib10
  article-title: Unsteady seepage analysis using local radial basis function-based differential quadrature method
  publication-title: Appl. Math. Model.
– year: 2006
  ident: bib9
  article-title: The Safety Monitoring Theory and Its Application in the Dam-foundation System
– volume: 79
  start-page: 3258
  year: 2009
  end-page: 3266
  ident: bib7
  article-title: Analysis on fuzzy risk of landfall typhoon in Zhejiang Province of China
  publication-title: Math. Comput. Simul.
– volume: 4
  start-page: 284
  year: 2011
  end-page: 293
  ident: bib8
  article-title: Resilience of hydraulic structures under significant impact of typhoons
  publication-title: Water Sci. Eng.
– volume: 36
  start-page: 1186
  year: 2009
  end-page: 1190
  ident: bib1
  article-title: Stochastic analysis of free surface flow through earth dams
  publication-title: Comput. Geotech.
– volume: 22
  start-page: 554
  year: 2010
  end-page: 561
  ident: bib12
  article-title: Modeling unconfined seepage flow using three-dimensional numerical manifold method
  publication-title: J. Hydrodyn. Ser. B
– volume: 65
  start-page: 31
  year: 2012
  end-page: 37
  ident: bib17
  article-title: Predicting and managing extreme weather events
  publication-title: Phys. Today
– volume: 58
  start-page: 191
  year: 2000
  end-page: 207
  ident: bib16
  article-title: Characteristics of hazards induced by extremely heavy rainfall in central Taiwan: Typhoon Herb
  publication-title: Eng. Geol.
– volume: 47
  start-page: 762
  year: 2010
  end-page: 770
  ident: bib3
  article-title: Composite element method for the seepage analysis of rock masses containing fractures and drainage holes
  publication-title: Int. J. Rock Mech. Min. Sci.
– start-page: 828
  year: 2012
  end-page: 839
  ident: bib22
  article-title: Effect of typical extreme environments on concrete dam
  publication-title: The Workshop on Thirteenth ASCE Aerospace Division Conference on Engineering
– volume: 133−134
  start-page: 30
  year: 2012
  end-page: 39
  ident: bib5
  article-title: Probabilistic analysis of seepage that considers the spatial variability of permeability for an embankment on soil foundation
  publication-title: Eng. Geol.
– volume: 17
  start-page: 37
  year: 2014
  end-page: 59
  ident: bib18
  article-title: Population statistics for particle swarm optimization: Resampling methods in noisy optimization problems
  publication-title: Swarm Evol. Comput.
– volume: 46
  year: 2010
  ident: bib11
  article-title: Dam safety effects due to human alteration of extreme precipitation
  publication-title: Water Resour. Res.
– volume: 30
  start-page: 9
  year: 2003
  end-page: 19
  ident: bib15
  article-title: Free surface seepage analysis based on the element-free method
  publication-title: Mech. Res. Commun.
– volume: 44
  start-page: 95
  year: 2013
  end-page: 99
  ident: bib19
  article-title: Comprehensive evaluation and tendency prediction model for concrete dam seepage behavior
  publication-title: Yangtze River
– volume: 22
  start-page: 554
  issue: 4
  year: 2010
  ident: 10.1016/j.wse.2017.03.005_bib12
  article-title: Modeling unconfined seepage flow using three-dimensional numerical manifold method
  publication-title: J. Hydrodyn. Ser. B
  doi: 10.1016/S1001-6058(09)60088-3
– volume: 30
  start-page: 9
  issue: 1
  year: 2003
  ident: 10.1016/j.wse.2017.03.005_bib15
  article-title: Free surface seepage analysis based on the element-free method
  publication-title: Mech. Res. Commun.
  doi: 10.1016/S0093-6413(02)00310-5
– volume: 79
  start-page: 3258
  issue: 11
  year: 2009
  ident: 10.1016/j.wse.2017.03.005_bib7
  article-title: Analysis on fuzzy risk of landfall typhoon in Zhejiang Province of China
  publication-title: Math. Comput. Simul.
  doi: 10.1016/j.matcom.2008.12.022
– volume: 4
  start-page: 284
  issue: 3
  year: 2011
  ident: 10.1016/j.wse.2017.03.005_bib8
  article-title: Resilience of hydraulic structures under significant impact of typhoons
  publication-title: Water Sci. Eng.
– volume: 47
  start-page: 762
  issue: 5
  year: 2010
  ident: 10.1016/j.wse.2017.03.005_bib3
  article-title: Composite element method for the seepage analysis of rock masses containing fractures and drainage holes
  publication-title: Int. J. Rock Mech. Min. Sci.
  doi: 10.1016/j.ijrmms.2010.03.011
– year: 2006
  ident: 10.1016/j.wse.2017.03.005_bib21
– volume: 65
  start-page: 31
  issue: 41
  year: 2012
  ident: 10.1016/j.wse.2017.03.005_bib17
  article-title: Predicting and managing extreme weather events
  publication-title: Phys. Today
  doi: 10.1063/PT.3.1475
– volume: 58
  start-page: 191
  issue: 2
  year: 2000
  ident: 10.1016/j.wse.2017.03.005_bib16
  article-title: Characteristics of hazards induced by extremely heavy rainfall in central Taiwan: Typhoon Herb
  publication-title: Eng. Geol.
  doi: 10.1016/S0013-7952(00)00058-2
– volume: 36
  start-page: 780
  issue: 6
  year: 2012
  ident: 10.1016/j.wse.2017.03.005_bib13
  article-title: Unconfined seepage analysis in earth dams using smoothed fixed grid finite element method
  publication-title: Int. J. Numer. Anal. Methods Geomech.
  doi: 10.1002/nag.1029
– volume: 46
  issue: 3
  year: 2010
  ident: 10.1016/j.wse.2017.03.005_bib11
  article-title: Dam safety effects due to human alteration of extreme precipitation
  publication-title: Water Resour. Res.
  doi: 10.1029/2009WR007704
– volume: 71
  start-page: 23
  year: 2014
  ident: 10.1016/j.wse.2017.03.005_bib2
  article-title: Safety of Italian dams in the face of flood hazard
  publication-title: Adv. Water Resour.
  doi: 10.1016/j.advwatres.2014.05.006
– volume: 35
  start-page: 4934
  issue: 10
  year: 2011
  ident: 10.1016/j.wse.2017.03.005_bib10
  article-title: Unsteady seepage analysis using local radial basis function-based differential quadrature method
  publication-title: Appl. Math. Model.
  doi: 10.1016/j.apm.2011.04.002
– start-page: 828
  year: 2012
  ident: 10.1016/j.wse.2017.03.005_bib22
  article-title: Effect of typical extreme environments on concrete dam
– volume: 36
  start-page: 1186
  issue: 7
  year: 2009
  ident: 10.1016/j.wse.2017.03.005_bib1
  article-title: Stochastic analysis of free surface flow through earth dams
  publication-title: Comput. Geotech.
  doi: 10.1016/j.compgeo.2009.05.005
– volume: 17
  start-page: 37
  year: 2014
  ident: 10.1016/j.wse.2017.03.005_bib18
  article-title: Population statistics for particle swarm optimization: Resampling methods in noisy optimization problems
  publication-title: Swarm Evol. Comput.
  doi: 10.1016/j.swevo.2014.02.004
– volume: 44
  start-page: 95
  issue: 22
  year: 2013
  ident: 10.1016/j.wse.2017.03.005_bib19
  article-title: Comprehensive evaluation and tendency prediction model for concrete dam seepage behavior
  publication-title: Yangtze River
– start-page: 39
  year: 1995
  ident: 10.1016/j.wse.2017.03.005_bib6
  article-title: A new optimizer using particle swarm theory
– volume: 201
  start-page: 479
  issue: 4
  year: 2013
  ident: 10.1016/j.wse.2017.03.005_bib4
  article-title: Topographic precursors and geological structures of deep-seated catastrophic landslides caused by Typhoon Talas
  publication-title: Geomorphology
  doi: 10.1016/j.geomorph.2013.07.020
– volume: 33
  start-page: 286
  issue: 4–5
  year: 2011
  ident: 10.1016/j.wse.2017.03.005_bib23
  article-title: Typhoon wind hazard analysis for southeast China coastal regions
  publication-title: Struct. Saf.
  doi: 10.1016/j.strusafe.2011.04.003
– volume: 133−134
  start-page: 30
  issue: 3
  year: 2012
  ident: 10.1016/j.wse.2017.03.005_bib5
  article-title: Probabilistic analysis of seepage that considers the spatial variability of permeability for an embankment on soil foundation
  publication-title: Eng. Geol.
  doi: 10.1016/j.enggeo.2012.02.013
– year: 2006
  ident: 10.1016/j.wse.2017.03.005_bib9
– volume: 23
  start-page: 95
  issue: 1
  year: 2011
  ident: 10.1016/j.wse.2017.03.005_bib20
  article-title: Typhoon process and its impact on the surface circulation in the northern South China Sea
  publication-title: J. Hydrodyn. Ser. B
  doi: 10.1016/S1001-6058(10)60093-5
– volume: 34
  start-page: 1
  year: 2015
  ident: 10.1016/j.wse.2017.03.005_bib14
  article-title: State estimation of nonlinear dynamic systems using weighted variance-based adaptive particle swarm optimization
  publication-title: Appl. Soft Comput.
  doi: 10.1016/j.asoc.2015.04.029
SSID ssib011451453
ssib038074922
ssib051367794
ssib017478907
ssib007693243
ssib044764880
Score 2.1921182
Snippet Extreme hydrological events induced by typhoons in reservoir areas have presented severe challenges to the safe operation of hydraulic structures. Based on...
Extreme hydrological events induced by typhoons in reservoir areas have presented severe challenges to the safe operation of hydraulic structures.Based on...
SourceID doaj
unpaywall
wanfang
crossref
elsevier
chongqing
SourceType Open Website
Open Access Repository
Aggregation Database
Enrichment Source
Index Database
Publisher
StartPage 70
SubjectTerms Earth rock dam
Lagging effect
Monitoring model
Mutation factor
Particle swarm optimization algorithm
Piezometric level
Seepage pressure
Typhoon
SummonAdditionalLinks – databaseName: DOAJ Open Access Full Text
  dbid: DOA
  link: http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwrV07j9NAEF6ha6BBIECEAzQFFcjCj33YJSBOJwoaOOm61XofyXGJHWKfQv4DP5qZtZ3kmoOC1tms7dkZzzf27Pcx9sbbkhtB8R1SnyAiNkkpvUkyMyglCRtig-xXeX7Bv1yKyyOpL-oJG-iBB8O9J34UDEgrJS-5UK7mSrrSW4c_KC4je2laVkfFFHkSKfzlB6KpjPRo-SExEcs6rw7EdRwnPfZkQURmKqooUpd-khdq_0k0NodtO6LYzNRAkCqImGHRNvOfmG5uJbioA3Arz92_adZmtzXLZdwm1ATTzI8y2tkj9nCEovBhMMFjds83T9jvbz4mKOhM8P0OVjHm6eUfRNEcQJALpgEMkH4BmP2uwZkV0Fa0DVxNiifQBiAi5GTYhAn9br1o0b-BkqaDtoH1aHnotmazghafXKtxSyiY5RzP2C9WT9nF2efvn86TUbEhMWi-PslcQMBVpFaGOldYaWGx4lRR5i4zlbUZ1mY1QhhnXe1yXwfhlZX0obRGpGGxJn7GTpq28c8ZZFYIa4N0qhK8kNbURR6qOlRBqoB13Yyd7k2u1wMzh5YKy08EPWLG0mkRtB3JzklzY6mnrrYfGtdQ0xrqtNC4hjP2dv-Xab47Bn-kld0PJJLueABdV48G1H9z3Rnjk1_oEe8MOAanurrr3O_2PvQvVwqjl-nx6dTp7vrXbm5pEDEMpi_-x82csgc04fB26iU76Tc3_hXitb5-HUPzD_FxM1I
  priority: 102
  providerName: Directory of Open Access Journals
Title Seepage safety monitoring model for an earth rock dam under influence of high-impact typhoons based on particle swarm optimization algorithm
URI http://lib.cqvip.com/qk/70381X/201701/671910785.html
https://dx.doi.org/10.1016/j.wse.2017.03.005
https://d.wanfangdata.com.cn/periodical/skxygc201701010
https://doi.org/10.1016/j.wse.2017.03.005
https://doaj.org/article/0374911c6648457db476d8ecd0377465
UnpaywallVersion publishedVersion
Volume 10
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
journalDatabaseRights – providerCode: PRVHPJ
  databaseName: ROAD: Directory of Open Access Scholarly Resources
  customDbUrl:
  eissn: 2405-8106
  dateEnd: 99991231
  omitProxy: true
  ssIdentifier: ssib044764880
  issn: 1674-2370
  databaseCode: M~E
  dateStart: 20150101
  isFulltext: true
  titleUrlDefault: https://road.issn.org
  providerName: ISSN International Centre
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV1Lj9MwELage0AceCPKYzUHTqCsmoft9LigXa2QWCFBpeVkOX60S5ukNKlKOfAL-NGMHafaIrRaLj007jjpjD3fxDPfEPLaqDyT1K1vOzIRImIZ5czIKJZdpySqrE-QPWdnk-zDBb0IZNGuFmbv_N7nYW0ax2YZ846LlN4mB4wi7B6Qg8n5p-OvLqBiPIuS1DeGQwdFoxzjnP4E818yHI_CrK6m39E77PkjT9u_55burKul3G7kYuGreiorq-kVB3R6v0vdajxvocs7mR-t2-JI_fyL1fFGz_aA3AswFI47u3lIbpnqEbl7hZzwMfn92XhXBY20pt1C6Ve_uwa-fQ4g3AVZAS6VdgboB-egZQmuKG0Fl33vE6gtOErkqCvHhHa7nNVo6eDcp4a6gmUwXmg2clVCjXtYGYpDQS6mOGM7K5-QyenJl_dnUejdEEncEtoo1hahVzpSzBYJx5gLwxbN0zzRsRwrFWOUViCY0UoXOjGFpYYr5o5MC8QcCqPjp2RQ1ZV5RiBWlCplmeZjmqVMySJN7LiwY8u4xQhvSF7stCmWHUeHYBwDUYQ_dEhGvX6FCrTnrvvGQvT5bd8EqkE4NYhRKlANQ_Jm95Ne3jWD3zmj2Q10dN3-C9S0CH-gcCQ_6FUUY1meUa6LjDOdG6XxAs8YCsl6kxMB-XSIBkVdXjf325153uROIRiwCPtUI5r5j-1UuUGOa3D0_L8EviSDdrU2rxCVtcWhf5uBnx9_nRyGtfkHbNU0gA
linkProvider Unpaywall
linkToUnpaywall http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV1Lj9MwELage0AceCPKS3PgBMoqL9vpcUGsVhxWSFBpOVl-tkubpDSpSvkN_GjGiVNtEVot19iZPGbs-Uae-YaQN1YXuaR-fbvYRoiIZVQwK6NE9p2SqHZdguw5O5vmny7oRSCL9rUwB-f3XR7WtvFslgnvuUjpbXLEKMLuETmann8--eYDKsbzKM26xnDooGhUYJwznGD-S4bnUZjX1ewHeocDf9TR9h-4pTubaiV3W7lcdlU9lZPV7IoDOr3fp241HW-hzztZHG9adax__cXqeKNve0DuBRgKJ73dPCS3bPWI3L1CTviY_P5iO1cFjXS23UHZrX4_Bl37HEC4C7ICXCrtHNAPLsDIEnxR2houh94nUDvwlMhRX44J7W41r9HSwbtPA3UFq2C80GzluoQa97AyFIeCXM7wie28fEKmpx-_fjiLQu-GSOKW0EaJcQi9slgzp1KOMReGLYZnRWoSOdE6wShNIZgx2iiTWuWo5Zr5I1OFmENjdPyUjKq6ss8IJJpSrR0zfELzjGmpstRNlJs4xh1GeGPyYq9Nseo5OgTjGIgi_KFjEg_6FTrQnvvuG0sx5Ld9F6gG4dUg4kygGsbk7f6WQd41k997o9lP9HTd3QXUtAg_UHiSH_QqmrG8yCk3KufMFFYbHOA5QyH5YHIiIJ8e0aCoy-ue_W5vnjd5UwgGLMI-1Yhm8XM3036S5xqMn_-XwJdk1K439hWisla9DuvxDwh-Mlo
openUrl ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Seepage+safety+monitoring+model+for+an+earth+rock+dam+under+influence+of+high-impact+typhoons+based+on+particle+swarm+optimization+algorithm&rft.jtitle=%E6%B0%B4%E7%A7%91%E5%AD%A6%E4%B8%8E%E6%B0%B4%E5%B7%A5%E7%A8%8B%EF%BC%9A%E8%8B%B1%E6%96%87%E7%89%88&rft.au=Yan+Xiang+Shu-yan+Fu+Kai+Zhu+Hui+Yuan+Zhi-yuan+Fang&rft.date=2017&rft.issn=1674-2370&rft.volume=10&rft.issue=1&rft.spage=70&rft.epage=77&rft_id=info:doi/10.1016%2Fj.wse.2017.03.005&rft.externalDocID=671910785
thumbnail_s http://utb.summon.serialssolutions.com/2.0.0/image/custom?url=http%3A%2F%2Fimage.cqvip.com%2Fvip1000%2Fqk%2F70381X%2F70381X.jpg
http://utb.summon.serialssolutions.com/2.0.0/image/custom?url=http%3A%2F%2Fwww.wanfangdata.com.cn%2Fimages%2FPeriodicalImages%2Fskxygc%2Fskxygc.jpg