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Using modified Soil Conservation Service curve number method to simulate the role of forest in flood control in the upper reach of the Tingjiang River in China 被引量:3
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作者 LIN Wei YANG Fan +2 位作者 ZHOU Liang XU Jian-gang ZHANG Xing-qi 《Journal of Mountain Science》 SCIE CSCD 2017年第1期1-14,共14页
To improve flood control efficiency and increase urban resilience to flooding,the impacts of forest type change on flood control in the upper reach of the Tingjiang River(URTR) were evaluated by a modified model based... To improve flood control efficiency and increase urban resilience to flooding,the impacts of forest type change on flood control in the upper reach of the Tingjiang River(URTR) were evaluated by a modified model based on the Soil Conservation Service curve number(SCS-CN) method. Parameters of the model were selected and determined according to the comprehensive analysis of model evaluation indexes. The first simulation of forest reconstruction scenario,namely a coniferous forest covering 59.35km^2 is replaced by a broad-leaved forest showed no significant impact on the flood reduction in the URTR. The second simulation was added with 61.75km^2 bamboo forest replaced by broad-leaved forest,the reduction of flood peak discharge and flood volume could be improved significantly. Specifically,flood peak discharge of 10-year return period event was reduced to 7-year event,and the reduction rate of small flood was 21%-28%. Moreover,the flood volume was reduced by 9%-14% and 18%-35% for moderate floods and small floods,respectively. The resultssuggest that the bamboo forest reconstruction is an effective control solution for small to moderate flood in the URTR,the effect of forest conversion on flood volume is increasingly reduced as the rainfall amount increases to more extreme magnitude. Using a hydrological model with scenarios analysis is an effective simulation approach in investigating the relationship between forest type change and flood control. This method would provide reliable support for flood control and disaster mitigation in mountainous cities. 展开更多
关键词 Flood control soil conservation service curve number method Forest type change Scenarios simulation Tingjiang River
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Impact of Monthly Curve Number on Daily Runoff Estimation for Ozat Catchment in India 被引量:1
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作者 Manoj Gundalia Mrugen Dholakia 《Open Journal of Modern Hydrology》 2014年第4期144-155,共12页
The Soil Conservation Service Curve Number (SCS-CN) is a well-established loss-rate model to estimate runoff. It combines watershed parameters and climatic factors in one entity curve number (CN). The CN exhibits an i... The Soil Conservation Service Curve Number (SCS-CN) is a well-established loss-rate model to estimate runoff. It combines watershed parameters and climatic factors in one entity curve number (CN). The CN exhibits an inherent seasonality beyond its spatial variability, which cannot be accounted for by the conventional methods. In the present study, an attempt has been made to determine the CN for different months of monsoon season with an objective to evaluate the impact of monthly CN on runoff estimation for Ozat catchment (Gujarat State, India). The standard CN and month wise CN were determined by three procedures, viz, the median, geometric mean and standard asymptotic fit using gauged rainfall and runoff. This study shows that the predictive capability of CN determination methods can be improved by using monthly CN. Refined Willmott’s index (dr) and mean absolute error (MAE) were used to assess and validate the performance of each method. The asymptotic fit CN method with monthly CN resulting dr from 0.46 to 0.49 and MAE from 1.13 mm to 1.18 mm was judged to be more consistent with the existing commonly used CN methods in terms of runoff estimation for the study area. 展开更多
关键词 soil conservation service curve number (scs-cn) method CN Variation SEASONAL Effect Ozat CATCHMENT
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基于精细化数据的广州市番禺区内涝淹没风险研究 被引量:1
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作者 淦立琴 程铭宇 《水土保持通报》 CSCD 北大核心 2024年第1期127-135,共9页
[目的]利用精细化测绘调查数据开展城市降雨径流过程模拟,旨在盘活国土资源数据资产和促进城市内涝风险精准管控。[方法]以广东省广州市番禺区为研究区,基于高精度的地形和建筑数据,采用SCS-CN径流模型和GIS技术,模拟不同强度暴雨情境... [目的]利用精细化测绘调查数据开展城市降雨径流过程模拟,旨在盘活国土资源数据资产和促进城市内涝风险精准管控。[方法]以广东省广州市番禺区为研究区,基于高精度的地形和建筑数据,采用SCS-CN径流模型和GIS技术,模拟不同强度暴雨情境下的城市内涝淹没深度,定量分析研究区内涝淹没风险空间分布特征,同时结合承灾体灾损经验模型,对洪灾损失风险进行评估,识别高发易损规划管理单元。[结果]①番禺区内涝淹没风险区空间上呈现河涌与城市低洼地区聚集状态,临近市桥—沙湾水道、三枝香—大石水道的街镇存在着较高的淹没风险。②随着暴雨强度增加,农业用地和建设用地将受到最严重的影响。③在100a一遇暴雨情形下,番禺区4个规划管理单元处于高损失风险,损失主要来自住宅建筑,而处于中等损失风险的单元主要面临农业耕地淹没损失。[结论]通过精细化的测绘数据建模,从地块级别成功识别了番禺区潜在易淹没高损失区域,与实际情况较为符合,提高了风险研判的精细度,能够为城市内涝治理和海绵城市规划建设高质量发展提供技术支持。 展开更多
关键词 城市内涝 scs-cn径流模型 测绘调查数据 淹没风险 GIS技术 广州市
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径流曲线数模型(SCS-CN)参数λ在黄土丘陵区的率定 被引量:31
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作者 张钰娴 穆兴民 王飞 《干旱地区农业研究》 CSCD 北大核心 2008年第5期124-128,共5页
径流曲线数模型(SCS-CN)用来计算降雨形成的地表径流量,参数λ是模型中的重要参数之一。本文在对径流曲线数模型参数λ敏感性分析的基础上,应用黄土丘陵区径流场62场实测降雨资料对参数λ与地表坡度关系进行了定量分析。结果表明,曲线... 径流曲线数模型(SCS-CN)用来计算降雨形成的地表径流量,参数λ是模型中的重要参数之一。本文在对径流曲线数模型参数λ敏感性分析的基础上,应用黄土丘陵区径流场62场实测降雨资料对参数λ与地表坡度关系进行了定量分析。结果表明,曲线数模型所描述的参数λ=0.2适合于黄土丘陵缓坡地,参数λ随着坡度的增大而减小;同时用实测降雨资料进行标定模型验证,得出径流量的预测值与实测值接近,其效率系数E=0.94,与直接运用模型计算径流量比较,效率系数有较显著提高。 展开更多
关键词 径流曲线数SCS模型 参数 率定 黄土丘陵区
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基于SCS-CN模型的紫色土坡地径流预测 被引量:53
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作者 陈正维 刘兴年 朱波 《农业工程学报》 EI CAS CSCD 北大核心 2014年第7期72-81,共10页
地表径流是引起坡面土壤侵蚀的主要动力,对降雨径流进行有效的预测,是紫色土坡地水土保持的基础。SCS-CN模型中的径流曲线数CN和初损系数λ作为主要输入参数对径流模拟精度有重要影响,但在应用于紫色土坡耕地模拟时,却很少进行坡度... 地表径流是引起坡面土壤侵蚀的主要动力,对降雨径流进行有效的预测,是紫色土坡地水土保持的基础。SCS-CN模型中的径流曲线数CN和初损系数λ作为主要输入参数对径流模拟精度有重要影响,但在应用于紫色土坡耕地模拟时,却很少进行坡度的调整,而坡度是影响降雨产流的重要因子。该文利用紫色土不同坡度的径流小区,选取2013年的5场降雨产流的实测数据,旨在分析紫色土坡耕地降雨产流量与地表坡度的关系,对现有的基于坡度修正的SCS-CN模型进行适用性评价,并在考虑降雨量影响的基础上对初损系数进行修正。结果表明,次降雨下径流量随坡度的增大而增大,并出现径流影响的临界坡度;经坡度修正后的模型在小降雨事件下的模拟精度较好,但强降雨条件下预测值比实测值均偏大,初损系数λ=0.2适用于紫色土坡地小降雨产流模拟,在强降雨条件下,λ值越大,模型模拟效果越好,当λ=0.3时,修正的模型在紫色土坡地径流模拟效果最理想,此时,模拟值与实测值的平均相对误差为7.42%,模型效率系数达到0.99。而基于坡度调整后的CN值对应坡度6.5&#176;~25&#176;依次为78.23、78.45、78.77、79.11、79.47。该研究结果可为紫色土丘陵区降雨径流预测及水土保持提供参考。 展开更多
关键词 径流 优化 降雨 坡度 scs-cn模型 修正 径流曲线数 初损系数
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基于SCS-CN模型的半干旱黄土高原区秸秆炭覆盖集雨垄径流预测 被引量:3
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作者 周旭姣 王琦 +4 位作者 张登奎 王小赟 赵武成 赵晓乐 雷俊 《干旱区地理》 CSCD 北大核心 2021年第1期99-108,共10页
垄沟集雨种植是缓解我国半干旱黄土高原区干旱、水土流失和土壤侵蚀的主要雨养农业技术。小流域水文模拟通常采用径流曲线数(Soil conservation service curve number,SCS-CN)模型。在标准SCS-CN模型中,由于径流曲线数CN值取值未考虑土... 垄沟集雨种植是缓解我国半干旱黄土高原区干旱、水土流失和土壤侵蚀的主要雨养农业技术。小流域水文模拟通常采用径流曲线数(Soil conservation service curve number,SCS-CN)模型。在标准SCS-CN模型中,由于径流曲线数CN值取值未考虑土壤水分动态变化,导致径流预测产生不合理的突变。以甘肃省定西市垄沟微型生物炭集雨垄为研究对象,根据实测降雨-径流数据,采用修正曲线数(Modified curve number,MoCN)法改进标准SCS-CN模型。结果表明:(1)随集雨垄垄宽增加(垄坡减小),标准SCS-CN模型和MoCN模型的CN值增加,随生物炭覆盖量增加,标准SCS-CN模型和MoCN模型的CN值减小;(2)MoCN模型的CN值高于标准SCS-CN模型;(3)MoCN模型的纳什效率系数(Nash-sutcliffe coefficient)较标准SCS-CN模型提高40%~275%,相关系数(Correlation coefficient)较标准SCS-CN模型提高1%~20%。修正曲线数MoCN模型能有效提高模型模拟精度,可为我国半干旱黄土高原区垄沟集雨种植系统地表径流预测及水土保持提供参考。 展开更多
关键词 scs-cn模型 修正曲线数模型 径流曲线数 初损系数 生物炭
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不同土壤湿度和雨强下径流曲线模型的改进 被引量:5
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作者 梁峰铭 王洁 +3 位作者 蒿萌 陈家栋 李姣 胡晓东 《水力发电学报》 CSCD 北大核心 2023年第1期52-64,共13页
前期土壤湿度条件和降雨强度是影响径流曲线(SCS-CN)模型径流量预测精度的重要因素。分析不同流域下二者对SCS-CN模型性能的影响,对提高模型预测精度至关重要。基于5个半干旱半湿润和湿润流域的降雨径流资料,利用偏相关分析和K-均值聚... 前期土壤湿度条件和降雨强度是影响径流曲线(SCS-CN)模型径流量预测精度的重要因素。分析不同流域下二者对SCS-CN模型性能的影响,对提高模型预测精度至关重要。基于5个半干旱半湿润和湿润流域的降雨径流资料,利用偏相关分析和K-均值聚类改进SCS-CN模型。结果表明:在重新划分前期土壤湿度条件区间后,模型预测能力大幅度提升,有效降低模型平均偏差,纳什效率系数平均提高42.8%。基于最大10 min雨强对SCS-CN模型改进后,纳什效率系数得到一定提高,且半干旱半湿润流域的提升幅度略大于湿润流域。改进的模型在研究流域都取得较好的效果,平均偏差均低于7 mm;除呈村流域非汛期外纳什效率系数均达到0.93,平均提升89%;均方根误差平均降低29.2 mm。 展开更多
关键词 径流模拟 径流曲线模型 降雨强度 前期土壤湿度 曲线数
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城市更新视角下面向内涝防治的地表空间布局优化 被引量:4
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作者 陈明发 马星 +1 位作者 赵耀龙 杜勇 《水利水运工程学报》 CSCD 北大核心 2023年第3期19-28,共10页
城市暴雨内涝已成为威胁人民生命财产安全的重要灾害之一。随着我国步入“存量规划”时代,城市更新日渐成为存量空间布局优化、解决城市问题的重要手段。针对面向内涝防治的地表空间布局优化在城市更新规划中的应用及方法创新问题,通过... 城市暴雨内涝已成为威胁人民生命财产安全的重要灾害之一。随着我国步入“存量规划”时代,城市更新日渐成为存量空间布局优化、解决城市问题的重要手段。针对面向内涝防治的地表空间布局优化在城市更新规划中的应用及方法创新问题,通过耦合SCS-CN水文模型与多元线性规划算法,构建地表空间布局优化模型,减少城市建筑空间布局对地表径流的影响,从而降低暴雨内涝的发生风险。以广东佛山为例,平均减少城市建筑空间布局对地表径流的影响为18.11%,最大达20.63%。地表空间布局优化模型通过减少极低与极高密度地表空间,增加低、中、高密度地表空间的方式进行,且以地表空间布局的小规模优化调整为主,可较好地与城市更新规划原则衔接,具备较强实用性。通过建筑密度总量控制及地表空间布局调整的方式,将优化结果纳入国土规划工作,从而降低暴雨内涝的发生风险。 展开更多
关键词 城市更新 内涝防治 空间布局优化 scs-cn模型 多元线性规划
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基于改进径流曲线数模型的北京密云坡地径流估算 被引量:11
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作者 焦剑 宋伯岩 +2 位作者 王世雷 王奋忠 张婷 《农业工程学报》 EI CAS CSCD 北大核心 2017年第21期194-199,共6页
密云区是北京重要的地表饮用水源地,准确模拟地表径流量,对于分析泥沙和污染物的运移十分重要。近年来,学者们运用径流曲线数(soil conservation service curve number,SCS-CN)模型计算本区地表径流量,但预报精度不理想;未考虑降雨过程... 密云区是北京重要的地表饮用水源地,准确模拟地表径流量,对于分析泥沙和污染物的运移十分重要。近年来,学者们运用径流曲线数(soil conservation service curve number,SCS-CN)模型计算本区地表径流量,但预报精度不理想;未考虑降雨过程和雨强对于产流过程的影响,可能是造成预报误差的重要原因。该文利用密云石匣小流域5个坡面径流小区共201场降雨产流资料,提出次产流径流曲线数计算方法,以改进SCS-CN模型并分析改进后模型模拟效果。结果表明,次产流径流曲线数与多年平均径流曲线数的比值和最大30 min降雨量与次雨量的比值之间呈显著幂函数递增关系,据此提出计算次产流径流曲线数的幂函数方程,以改进SCS-CN模型。当曲线数为0.02时,改进后模型模拟效果最好,效率系数为0.693,明显高于未改进的SCS-CN模型。改进后模型对裸地和耕地的产流模拟效果较好,但对林地的产流模拟效果不理想。今后需在深入分析产流机理的基础上,进一步提出与土壤特性有关的模型参数优化方法。 展开更多
关键词 径流 模型 土地利用 径流曲线数模型 径流曲线数 密云
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北京市北沙河小流域非点源氮、磷负荷估算与源解析 被引量:8
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作者 席浩郡 刘贝贝 +5 位作者 黄雅娟 马雪庆 邓雅静 刘芙妤 朱洪涛 孙德智 《环境工程技术学报》 CSCD 北大核心 2021年第2期258-266,共9页
选取北京市北沙河小流域为研究对象,将非点源污染物分为溶解态和吸附态2类,采用降水径流模型〔径流曲线数模型(SCS-CN)〕、土壤侵蚀模型〔修订的通用土壤流失方程(RUSLE)〕和污染物输出负荷模型,对北沙河小流域非点源氮、磷负荷进行估算... 选取北京市北沙河小流域为研究对象,将非点源污染物分为溶解态和吸附态2类,采用降水径流模型〔径流曲线数模型(SCS-CN)〕、土壤侵蚀模型〔修订的通用土壤流失方程(RUSLE)〕和污染物输出负荷模型,对北沙河小流域非点源氮、磷负荷进行估算,探讨不同土地利用类型产生的氮、磷负荷的空间分布特征。结果表明:北沙河小流域非点源总氮年均负荷为0.625 t/(km^(2)·a),其中溶解态氮为0.190 t/(km^(2)·a),吸附态氮为0.435 t/(km^(2)·a);总磷年均负荷为0.118 t/(km^(2)·a),其中溶解态磷为0.011 t/(km^(2)·a),吸附态磷为0.107 t/(km^(2)·a)。总氮年均负荷较高的3种土地利用类型为农村用地〔0.855 t/(km^(2)·a)〕、林地〔0.713 t/(km^(2)·a)〕和未利用地〔0.619 t/(km^(2)·a)〕;总磷年均负荷较高的3种土地利用类型为草地〔0.238 t/(km^(2)·a)〕、林地〔0.126 t/(km^(2)·a)〕和未利用地〔0.115 t/(km^(2)·a)〕。北沙河小流域氮、磷流失主要以吸附态为主,因此应重点控制流域的土壤侵蚀和水土流失,降低吸附态氮、磷负荷。 展开更多
关键词 北沙河小流域 径流曲线数模型(scs-cn) 修订的通用土壤流失方程(RUSLE) 污染负荷
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基于Hausdorff分形导数Richards方程的土壤入渗率和水文模型类型 被引量:6
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作者 陈文 梁英杰 杨旭 《应用数学和力学》 CSCD 北大核心 2018年第1期77-82,共6页
基于Hausdorff(豪斯道夫)分形导数Richards方程,推导了土壤入渗率与时间的关系.该模型仅有两个参数,其中Hausdorff分形导数的阶数α能够表征水分在土壤中扩散环境的力学特征,刻画土壤结构的非均质性质,而土壤孔径分布指标λ决定了不同... 基于Hausdorff(豪斯道夫)分形导数Richards方程,推导了土壤入渗率与时间的关系.该模型仅有两个参数,其中Hausdorff分形导数的阶数α能够表征水分在土壤中扩散环境的力学特征,刻画土壤结构的非均质性质,而土壤孔径分布指标λ决定了不同水文模型的类型.通过两个算例,观察到当Hausdorff导数的分形维α≠1时,入渗率表现出一定的记忆性,即α的值越小,入渗率随时间的变化越慢,记忆性越强;且同时反映出水分入渗的扩散环境愈加偏离经典模型的理想状态.土壤孔径分布指标λ的值越小,土壤水分渗透的速率越慢,该参数是反映土壤渗流特征的一个基本指标. 展开更多
关键词 Hausdorff分形导数 RICHARDS方程 反常渗透 土壤入渗率 径流曲线数模型
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典型黑土区坡耕地次产流径流曲线数计算方法
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作者 刘刚 邢婉君 焦剑 《中国水土保持科学》 CSCD 北大核心 2021年第1期28-34,共7页
径流曲线数模型原理清晰简单、对参数和输入变量要求低,在地表径流预测中已得到广泛应用。为了提高该模型预报典型黑土区地表径流的精度,利用黑龙江省嫩江市鹤北小流域7个坡面径流小区共138场降雨-产流资料,通过量化次降雨过程中雨量在... 径流曲线数模型原理清晰简单、对参数和输入变量要求低,在地表径流预测中已得到广泛应用。为了提高该模型预报典型黑土区地表径流的精度,利用黑龙江省嫩江市鹤北小流域7个坡面径流小区共138场降雨-产流资料,通过量化次降雨过程中雨量在时间上集中分布程度,分析其对地表产流影响,提出次产流径流曲线数CNt的计算方法。CNt/CN与降雨过程中最大时段Xmin内的降雨量和次雨量比值(PX/P)之间呈极显著正相关;当10≤X≤40时,两者相关程度更高。(P10/P)是对本区CNt影响最显著的降雨过程特征因子。可通过建立(CNt/CN)与(P10/P)之间的函数关系计算CNt,并提出该方程在不同耕作方式下的参数取值。使用径流曲线数模型时,若采用本文提出的计算方法,将CNt作为模型参数计算地表径流量,可显著提高模型在本区的预报精度。 展开更多
关键词 径流曲线数模型 次产流径流曲线数 多年平均径流曲线数 典型黑土区
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Coupling analysis of short-term weather and runoff in an arid lake basin of China 被引量:1
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作者 WANG Jie LIU Dongwei +3 位作者 TIAN Songni HU Yuehong MA Jiali WANG Lixin 《Regional Sustainability》 2021年第3期264-279,共16页
Changes in the weather will cause variations in the hydrological system.Arid areas,with fragile hydrological systems,are very sensitive to changes in the weather,so the coupling analysis of short-term weather and runo... Changes in the weather will cause variations in the hydrological system.Arid areas,with fragile hydrological systems,are very sensitive to changes in the weather,so the coupling analysis of short-term weather and runoff in arid areas is of great significance.The Daihai Lake is a closed inland lake in an arid area of China.In this paper,Weather Research and Forecasting model mode-Hydrological module(WRF-HYDRO)is used to simulate the coupling of weather and hydrology in the Daihai Lake Basin.Regional optimization of WRF-HYDRO is carried out to determine the optimal parameters.The optimal WRF-HYDRO model is applied to couple the short-term weather and runoff in the Daihai Lake Basin to reproduce several rainstorm and flood events.It is found that runoff infiltration parameter(REFKDT)in WRF-HYDRO is the parameter that has the most severe effect on runoff in the Daihai Lake Basin.WRF-HYDRO can capture the rainstorm moment of the rainstorm events in the Daihai Lake Basin,especially the first rainstorm moment,and its simulation accuracy is good.WRF-HYDRO has a strong ability to capture flood peak,but there is a discrepancy between WRF-HYDRO flood peak and Soil Conservation Service Curve Number(SCS-CN)calculation result at the flood peak moment.The northern part of Zuoyun County should guard against the occurrence of flood disaster in wet season.The coupling of weatherand hydrology can not only make up for the lack of runoff data in arid basins,but also provide a basis for water resources management and disaster prevention and mitigation in the basins. 展开更多
关键词 Rainfall simulation Runoff simulation WRF-HYDRO soil conservation service curve number Flood peak Parameter calibration Daihai Lake Basin
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Estimation of peak runoff and frequency in an ungauged stream of a forested watershed for flood hazard mapping
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作者 Refik Karagül Tar?k ?itgez 《Journal of Forestry Research》 SCIE CAS CSCD 2019年第2期555-564,共10页
Kaynasli District in the western Black Sea region of Turkey has long been vulnerable to frequent flood damage due to the establishment of settlements within and around stream channels without regard to fluctuating pea... Kaynasli District in the western Black Sea region of Turkey has long been vulnerable to frequent flood damage due to the establishment of settlements within and around stream channels without regard to fluctuating peakstreamflow frequencies. The aim of this research was to determine the measures needed to protect the towns and villages from this type of damage. Daily total precipitation data for 1975–2010 were analysed, and rainfall-runoff models developed to estimate the potential yearly maximum discharge from each stream of sub-watersheds dominated by forests and/or agriculture. This was then calculated for different frequencies of the yearly maximum discharge. Flood analysis and mapping was modified via the one-dimensional Hydrologic Engineering CentersRiver Analysis System software to produce potential maximum discharge and geometric data for Kaynasli Creek. As the main creek of the sub-watershed, its crosssection was shown to be insufficient and incapable of containing the maximum discharge at the 100-year frequency presumed for the watershed, and subsequently was seen as having a high level of casualty risk. It was concluded that the one dimensional model could be useful, but 2D models were more suitable for these types of watersheds. 展开更多
关键词 Flood FREQUENCY ANALYSIS FLOODPLAIN MAPPING Flow simulation Hydrologic Engineering Centers-River ANALYSIS System(HEC-RAS) soil conservation service curve number(scs-cn)
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Energy potential assessment and techno-economic analysis of micro hydro-photovoltaic hybrid system in Goda Warke village,Ethiopia
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作者 Ephrem Assefa Feyissa Getachew Shunki Tibba +2 位作者 Tarekegn Limore Binchebo Endeshaw Alemu Bekele Adem Tibesso Kole 《Clean Energy》 EI CSCD 2024年第1期237-260,共24页
Rural Ethiopia has significant untapped potential for hydro and solar energy generation systems.However,challenges arise from seasonal variations and unfavourable topographic positions of flowing rivers,hindering the ... Rural Ethiopia has significant untapped potential for hydro and solar energy generation systems.However,challenges arise from seasonal variations and unfavourable topographic positions of flowing rivers,hindering the efficient exploitation of these resources.Despite the country’s abundance in hydro and solar energy resources,>75%of the population still lack access to electricity from the national grid.This work deals with energy resource potential assessment and techno-economic analysis of micro hydro-photovol-taic(PV)hybrid systems,considered in the case study of Goda Warke village,located in the Yaya Gulele district.A novel framework is proposed that utilizes the Natural Resource Soil Conservation Service curve number method to assess the energy potential of micro-hydro energy in ungauged basins,specifically at the exit point of the Girar River basin catchment.The average monthly flow rate in the basin is 0.975 m3/s,while the area exhibits a solar radiation potential of 5.39 kWh/m^(2)/day.Energy policy promotes expanding ac-cess to modern energy sources and utilization of indigenous energy resources.Simulation results indicate that the hydro/PV/diesel generator(DG)/battery and hydro/PV/battery systems are the most optimal choices based on net present cost,with the inclusion of a DG for economic comparison.Micro-hydro energy covers most of the electric load in the area,achieving a capacity factor of 47.5%.The cost of energy and net present cost were found to be sensitive to variables such as the price of diesel fuel,pipe head loss,and the growth of the village load.The optimized system demonstrated a hydro energy potential of 1405.37 MWh/year and a PV energy output of 274.04 MWh/year,resulting in a levelized cost of energy of 0.0057 and 0.049$/kWh for the hydro and PV components,respectively. 展开更多
关键词 energy potential hybrid micro hydro-photovoltaic Natural Resource soil conservation service curve number sensitivity variable
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