{"title":"Water Delivery Performance of Canal Irrigation: A Case Study of Chalakudy River Diversion Scheme","authors":"","doi":"10.52151/jae2023601.1798","DOIUrl":null,"url":null,"abstract":"The role of irrigation is important in mitigating the challenges involved in food production under the changing climate scenarios. Adequacy and equity in water distribution are the primary concern regarding the performance of any irrigation scheme. Conveyance efficiency and two adequacy indicators, namely, Relative Water Supply and Adequacy were used to evaluate the performance of Chalakudy River Diversion Scheme (CRDS) located in central Kerala, India, in the present study, Water withdrawal data collected from Irrigation Department, and data collected from field measurements of canal discharge and seepage loss were used in the study. Irrigation requirement of the canal command area was worked out using the FAO’s CROPWAT 8.0 software. The results revealed that the average annual irrigation demand of the CRDS command area is 46.90 Mm3 . Measured flow rate through the canal system showed that the flow decreases towards the tail end. Loss of water through seepage from the canal was high in the irrigation scheme due to the highly damaged condition of canal lining and poor maintenance. The CRDS canal system’s overall conveyance efficiency was found to be 51%. Based on Relative Water Supply and Adequacy Indicator, functioning of the irrigation scheme falls in the category of ‘fair’. Apart from proper repair and maintenance of canal system, conjunctive use of groundwater and canal water for irrigation is suggested towards the tail reaches to alleviate irrigation water inadequacy problems in the CRDS command area.","PeriodicalId":48507,"journal":{"name":"Journal of Agricultural Engineering","volume":"50 1","pages":""},"PeriodicalIF":2.4000,"publicationDate":"2023-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Agricultural Engineering","FirstCategoryId":"97","ListUrlMain":"https://doi.org/10.52151/jae2023601.1798","RegionNum":4,"RegionCategory":"农林科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"AGRICULTURAL ENGINEERING","Score":null,"Total":0}
引用次数: 0
Abstract
The role of irrigation is important in mitigating the challenges involved in food production under the changing climate scenarios. Adequacy and equity in water distribution are the primary concern regarding the performance of any irrigation scheme. Conveyance efficiency and two adequacy indicators, namely, Relative Water Supply and Adequacy were used to evaluate the performance of Chalakudy River Diversion Scheme (CRDS) located in central Kerala, India, in the present study, Water withdrawal data collected from Irrigation Department, and data collected from field measurements of canal discharge and seepage loss were used in the study. Irrigation requirement of the canal command area was worked out using the FAO’s CROPWAT 8.0 software. The results revealed that the average annual irrigation demand of the CRDS command area is 46.90 Mm3 . Measured flow rate through the canal system showed that the flow decreases towards the tail end. Loss of water through seepage from the canal was high in the irrigation scheme due to the highly damaged condition of canal lining and poor maintenance. The CRDS canal system’s overall conveyance efficiency was found to be 51%. Based on Relative Water Supply and Adequacy Indicator, functioning of the irrigation scheme falls in the category of ‘fair’. Apart from proper repair and maintenance of canal system, conjunctive use of groundwater and canal water for irrigation is suggested towards the tail reaches to alleviate irrigation water inadequacy problems in the CRDS command area.
灌溉在缓解气候变化情景下粮食生产所面临的挑战方面发挥着重要作用。水的适当和公平分配是任何灌溉计划执行的首要问题。本文采用印度喀拉拉邦中部Chalakudy河引水工程(CRDS)的输水效率和相对供水量(Relative Water Supply)和充分性(adequacy)两个指标来评价该工程的运行效果,研究数据来源于灌溉部门的取水量数据,以及现场渠道流量和渗漏损失测量数据。利用FAO的crowat 8.0软件计算出运河指挥区域的灌溉需求。结果表明,CRDS指挥区年平均灌溉需水量为46.90 Mm3。通过管道系统的流量测量表明,流量向尾端减小。由于沟渠衬砌的严重损坏和维护不善,灌溉方案中的渗水损失很高。CRDS运河系统的整体输送效率为51%。根据相对供水和充足性指标,灌溉计划的运作属于“公平”类别。除了对渠系进行适当的维修和保养外,建议在尾段联合使用地下水和渠系水进行灌溉,以缓解CRDS指挥区灌溉用水不足的问题。
期刊介绍:
The Journal of Agricultural Engineering (JAE) is the official journal of the Italian Society of Agricultural Engineering supported by University of Bologna, Italy. The subject matter covers a complete and interdisciplinary range of research in engineering for agriculture and biosystems.