{"title":"地表水潜力评价与需水量评价(以青尼罗河流域Dabus流域为例)","authors":"Bilal Kemal, Dereje Adeba","doi":"10.4236/cweee.2021.104012","DOIUrl":null,"url":null,"abstract":"Dabus sub-basin is one of the main tributaries of Blue Nile with a \nconsiderable surface water potential which can be used for hydro power, \nirrigation, and water supply. Lack of studies regarding surface water potential \nand demands at the sub-basin level is the reason why this potential was \nunderutilized. The objective of this study is to assess the surface water \npotential and evaluate the current and future demand by using Water Evaluation \nand Planning (WEAP) model at Dabus sub-basin. The model was constructed on four \ndifferent scenarios starting from the current account (2020) wherein all the \ndata is filled into the model to estimate the surface water potential and \ndemands for different sectors. The scenarios include Scenario 1: reference \nscenario; Scenario 2: Change in population growth rate; Scenario 3: Irrigation \nwater demand projection; and Scenario 4: Increased domestic water demand. The \nscenario has helped in analyzing “what if” questions. For all the scenarios the \noverall demand, coverage and unmet demand were analyzed based on three-time horizon as (2020-2030, 2030-2040, and \n2040-2050). The model estimated the average annual flow as 6.536 Billion Cubic \nMeter (BCM) which is generated from annual precipitation of 14.987 BCM. The \nmodel showed 100% demand coverage for all the scenarios except the irrigation demand \nprojection scenario which have unmet demand on some of the months of the year.","PeriodicalId":142066,"journal":{"name":"Computational Water, Energy, and Environmental Engineering","volume":"15 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-08-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Surface Water Potential Assessment and Water Demand Evaluation (A Case of Dabus Watershed, Blue Nile Basin)\",\"authors\":\"Bilal Kemal, Dereje Adeba\",\"doi\":\"10.4236/cweee.2021.104012\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Dabus sub-basin is one of the main tributaries of Blue Nile with a \\nconsiderable surface water potential which can be used for hydro power, \\nirrigation, and water supply. Lack of studies regarding surface water potential \\nand demands at the sub-basin level is the reason why this potential was \\nunderutilized. The objective of this study is to assess the surface water \\npotential and evaluate the current and future demand by using Water Evaluation \\nand Planning (WEAP) model at Dabus sub-basin. The model was constructed on four \\ndifferent scenarios starting from the current account (2020) wherein all the \\ndata is filled into the model to estimate the surface water potential and \\ndemands for different sectors. The scenarios include Scenario 1: reference \\nscenario; Scenario 2: Change in population growth rate; Scenario 3: Irrigation \\nwater demand projection; and Scenario 4: Increased domestic water demand. The \\nscenario has helped in analyzing “what if” questions. For all the scenarios the \\noverall demand, coverage and unmet demand were analyzed based on three-time horizon as (2020-2030, 2030-2040, and \\n2040-2050). The model estimated the average annual flow as 6.536 Billion Cubic \\nMeter (BCM) which is generated from annual precipitation of 14.987 BCM. The \\nmodel showed 100% demand coverage for all the scenarios except the irrigation demand \\nprojection scenario which have unmet demand on some of the months of the year.\",\"PeriodicalId\":142066,\"journal\":{\"name\":\"Computational Water, Energy, and Environmental Engineering\",\"volume\":\"15 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-08-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computational Water, Energy, and Environmental Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.4236/cweee.2021.104012\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computational Water, Energy, and Environmental Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4236/cweee.2021.104012","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Surface Water Potential Assessment and Water Demand Evaluation (A Case of Dabus Watershed, Blue Nile Basin)
Dabus sub-basin is one of the main tributaries of Blue Nile with a
considerable surface water potential which can be used for hydro power,
irrigation, and water supply. Lack of studies regarding surface water potential
and demands at the sub-basin level is the reason why this potential was
underutilized. The objective of this study is to assess the surface water
potential and evaluate the current and future demand by using Water Evaluation
and Planning (WEAP) model at Dabus sub-basin. The model was constructed on four
different scenarios starting from the current account (2020) wherein all the
data is filled into the model to estimate the surface water potential and
demands for different sectors. The scenarios include Scenario 1: reference
scenario; Scenario 2: Change in population growth rate; Scenario 3: Irrigation
water demand projection; and Scenario 4: Increased domestic water demand. The
scenario has helped in analyzing “what if” questions. For all the scenarios the
overall demand, coverage and unmet demand were analyzed based on three-time horizon as (2020-2030, 2030-2040, and
2040-2050). The model estimated the average annual flow as 6.536 Billion Cubic
Meter (BCM) which is generated from annual precipitation of 14.987 BCM. The
model showed 100% demand coverage for all the scenarios except the irrigation demand
projection scenario which have unmet demand on some of the months of the year.