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ISH Journal of Hydraulic Engineering最新文献

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Groundwater quality appraisal using IWQI and PCA for irrigation uses 利用IWQI和PCA评价灌溉用地下水水质
Pub Date : 2023-06-04 DOI: 10.1080/09715010.2023.2218829
Hemant Raheja, A. Goel, M. Pal
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引用次数: 0
Role of artificial intelligence based image-processing techniques for port development activities in physical tidal models 基于人工智能的图像处理技术对港口开发活动在物理潮汐模型中的作用
Pub Date : 2023-06-01 DOI: 10.1080/09715010.2023.2214107
R. Garimella, M. Selva Balan, V. Shukla, Sreekanth Sampath
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引用次数: 0
Comparison of long-term and short-term trends of annual rainfall in India: a case study 印度年降雨量长期和短期趋势的比较:个案研究
Pub Date : 2023-05-27 DOI: 10.1080/09715010.2022.2084351
Amit Gangarde, S. Dauji, S. Londhe
ABSTRACT India experiences rainfall from southwest and northeast monsoon, with large spatial and temporal variability reported in recent years. Rainfall trend could be essential for disaster preparedness or long-term planning of agriculture and economic advancement. Long-term and short-term trends observed in rainfall across different subdivisions of India could be different. The result of trend (or any other) analysis could vary when different tests are employed and hence it is advisable to employ more than one test for any statistical check. Therefore, four tests were employed for detection of trend including Mann-Kendall test, Spearman’s Rank Order Correlation test, Wald-Wolfowitz Run test on data, and Wald-Wolfowitz Run test on successive difference of data; and the slopes were estimated by Sen’s slope as well as linear regression analysis. For detection of possible change point, the four tests included Pettitt’s test, Von Neumann Ratio test, Buishand’s Range test, and the graphical test of Cumulative Departures from Mean. Cases of conflicting results in the four tests were addressed with categorical inferences: useful (one or less test rejects null hypothesis); doubtful (two tests reject null hypothesis); suspect (three or more test rejects null hypothesis) – based on approach described in literature. For seven subdivisions in India, trend was statistically significant at 5% level, out of which for five subdivisions, change point was also identified. Decreasing trend was observed for: Nagaland, Manipur, Mizoram, and Tripura; East Uttar Pradesh; East Madhya Pradesh; and Chhattisgarh, whereas increasing trends were identified for Konkan and Goa; Coastal Karnataka; and Telangana. Change point was detected for four other subdivisions as well. The mean was observed to be unstable for nineteen subdivisions, which included all nine subdivisions with identified change points. The short-term trend was found to be at variance with the long term trend in several subdivisions and significant trend was observed for Saurashtra, Kutch and Diu in the last quarter period (1980–2016). Such findings highlight the necessity of short-term trend analysis for indications of possible climate change effects on recent rainfall records.
印度的降水来自西南季风和东北季风,近年来有较大的时空变异报道。降雨趋势对备灾或农业和经济发展的长期规划至关重要。在印度不同地区观测到的长期和短期降雨趋势可能不同。当采用不同的检验时,趋势(或任何其他)分析的结果可能会有所不同,因此建议对任何统计检查采用多个检验。因此,采用Mann-Kendall检验、Spearman秩序相关检验、数据的Wald-Wolfowitz Run检验和数据连续差异的Wald-Wolfowitz Run检验四种检验进行趋势检测;用Sen 's斜率和线性回归分析估计斜率。对于可能变化点的检测,采用了Pettitt检验、Von Neumann Ratio检验、Buishand’s Range检验和Cumulative Departures from Mean图形检验。四个检验中相互冲突的结果通过分类推断来解决:有用的(一个或更少的检验拒绝零假设);可疑的(两个检验拒绝原假设);怀疑(三个或更多的检验拒绝零假设)-基于文献中描述的方法。对于印度的七个细分市场,趋势在5%的水平上具有统计学意义,其中五个细分市场也确定了变化点。下降趋势出现在:那加兰邦、曼尼普尔邦、米佐拉姆邦和特里普拉邦;东北方邦;中央邦东部;而康坎邦和果阿邦则有上升趋势;沿海卡纳塔克邦;建邦者和纳。另外四个细分也检测到了变化点。我们观察到19个细分的平均值是不稳定的,其中包括所有具有确定的变化点的9个细分。研究发现,几个细分市场的短期趋势与长期趋势存在差异,上一季度(1980-2016年),Saurashtra、Kutch和Diu的趋势显著。这些发现突出了短期趋势分析的必要性,以表明气候变化对近期降雨记录可能产生的影响。
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引用次数: 1
Fuzzy cluster analysis and decision-making algorithms for optimal water distribution network design 供水管网优化设计的模糊聚类分析及决策算法
Pub Date : 2023-05-27 DOI: 10.1080/09715010.2022.2076573
K. Srinivasa Raju, Vasan Arunachalam, M. N. Naidu
ABSTRACT Three objectives, maximization of resilience, minimization of cost, and minimization of leakages, were considered in the Water Distribution Network (WDN) framework for a benchmark problem of Hanoi WDN and a real-world problem, Pamapur WDN, Telangana, India. Non-dominated Sorting Genetic Algorithm-II (NSGA-II) is employed to generate Non-dominated WDN Strategies (NWDNS). In order to simplify the decision-making process of engineers, Fuzzy Cluster Analysis (FCA) is employed to categorize NWDNS into groups. An optimum number of clusters are based on the Elbow method. Representative NWDNS, i.e. RNWDNS for each sub-cluster, is based on the membership values. Ranking of RNWDNS is performed with two decision-making algorithms, namely, Preference Ranking Organization METHod for Enrichment of Evaluations-2 (PROMETHEE-2) and VlseKriterijumska Optimizacija I Kompromisno Resenje (VIKOR). The additive ranking rule is also applied to obtain ranks in a group decision-making environment to arrive at the optimal WDN. It is observed that 1020 NWDNSH (H represents Hanoi) generated for the Hanoi are optimally classified into 18 clusters based on the Elbow method, and A13 representing RNWDNSH 37 (cost, resilience, and leakages, respectively, are 7.8818 × 106 $, 0.3194, 0.2024 × 10−3 m3/s) is preferable, respectively. Whereas 272 NWDNSP (P represents Pamapur) generated for the Pamapur are classified into 9 clusters where S6 representing RNWDNSP 203 (cost, resilience, and leakages, respectively, are 3.5159 × 106 Rs., 0.8367, 0.5317 × 10−3 m3/s) is preferred, respectively. The present study facilitated seamless integration of NSGA-II (generation of Pareto front), FCA (reducing to manageable set) and MCDM methods (to rank the reduced manageable set) in a robust manner. GRAPHICAL ABSTRACT
摘要:在配水网络(WDN)框架中,针对河内配水网络的基准问题和印度特伦甘纳邦帕玛普尔配水网络的现实问题,考虑了三个目标:弹性最大化、成本最小化和泄漏最小化。采用非支配排序遗传算法- ii (NSGA-II)生成非支配WDN策略(NWDNS)。为了简化工程师的决策过程,采用模糊聚类分析(FCA)对nwdn进行分组。基于肘部法得到最佳簇数。代表性NWDNS,即每个子集群的RNWDNS,是基于成员值的。采用两种决策算法对RNWDNS进行排序,即promeee -2和VlseKriterijumska Optimizacija I Kompromisno Resenje (VIKOR)。在群体决策环境下,应用加性排序规则进行排序,得到最优WDN。研究发现,基于肘部法,河内市生成的1020个NWDNSH (H代表河内市)被最优地划分为18个簇,其中A13代表RNWDNSH 37(成本、弹性和泄漏分别为7.8818 × 106 $、0.3194、0.2024 × 10−3 m3/s)更优。而为Pamapur生成的272个NWDNSP (P代表Pamapur)被分为9个簇,其中S6代表RNWDNSP 203(成本、弹性和泄漏分别为3.5159 × 106 Rs、0.8367、0.5317 × 10−3 m3/s)是首选。本研究以稳健的方式促进了NSGA-II (Pareto front的生成)、FCA(减少到可管理集)和MCDM方法(对减少的可管理集进行排序)的无缝集成。图形抽象
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引用次数: 0
A review of bridge scour mitigation measures using flow deflecting structures 采用水流偏转结构的桥梁冲刷缓解措施综述
Pub Date : 2023-05-18 DOI: 10.1080/09715010.2023.2213202
Vikalp Chauhan, E. Padhi, Rutuja A Chavan, G. Singhal
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引用次数: 0
Scour around the single emergent cylinder due to subcritical and supercritical approach flow conditions 由于亚临界和超临界接近流动条件,单个紧急汽缸周围冲刷
Pub Date : 2023-05-17 DOI: 10.1080/09715010.2023.2212632
K. Dissanayaka, N. Tanaka
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引用次数: 0
Grouped random splashing droplets model for the rainfall distribution problem in flood discharge atomization 泄洪雾化中降雨分布问题的分组随机溅射水滴模型
Pub Date : 2023-05-17 DOI: 10.1080/09715010.2023.2214116
Guicheng He, Hua Zhang
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引用次数: 0
Scour estimation for hydraulic structures in rivers/streams with coarser bed materials with special reference to Erin stream Bandipora, J&K, India 河床较粗的河流/溪流中水工建筑物冲刷估算,特别以印度查谟和克什米尔的Erin溪流为例
Pub Date : 2023-05-15 DOI: 10.1080/09715010.2023.2213187
Er Muzamil Ahmad Rafiqui, M. A. Lone, M. Tantray
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引用次数: 0
“Scour bed morphology caused by partially free and submerged flow at pipe culvert” 部分自由和淹没水流对管涵冲刷床形态的影响
Pub Date : 2023-05-09 DOI: 10.1080/09715010.2023.2211038
F. Abdelhaleem, Amir S Ibrahim
{"title":"“Scour bed morphology caused by partially free and submerged flow at pipe culvert”","authors":"F. Abdelhaleem, Amir S Ibrahim","doi":"10.1080/09715010.2023.2211038","DOIUrl":"https://doi.org/10.1080/09715010.2023.2211038","url":null,"abstract":"","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-05-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"72861529","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Estimation and comparison of gabion weir oxygen mass transfer by ensemble learnings of bagging, boosting, and stacking algorithms 格宾笼堰氧传质的估算与比较,采用套袋、提升与堆叠算法的集合学习
Pub Date : 2023-04-20 DOI: 10.1080/09715010.2023.2203109
KM Luxmi, N. K. Tiwari, S. Ranjan
{"title":"Estimation and comparison of gabion weir oxygen mass transfer by ensemble learnings of bagging, boosting, and stacking algorithms","authors":"KM Luxmi, N. K. Tiwari, S. Ranjan","doi":"10.1080/09715010.2023.2203109","DOIUrl":"https://doi.org/10.1080/09715010.2023.2203109","url":null,"abstract":"","PeriodicalId":38206,"journal":{"name":"ISH Journal of Hydraulic Engineering","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-04-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78113358","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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ISH Journal of Hydraulic Engineering
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