Knowledge Resource Center for Ecological Environment in Arid Area
DOI | 10.1080/02626667.2015.1027709 |
Reliability assessment of water structures subject to data scarcity using the SCS-CN model | |
Awadallah, Ayman G.1; Saad, Haitham2; Elmoustafa, Ashraf2; Hassan, Ahmed2 | |
通讯作者 | Awadallah, Ayman G. |
来源期刊 | HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES
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ISSN | 0262-6667 |
EISSN | 2150-3435 |
出版年 | 2016 |
卷号 | 61期号:4页码:696-710 |
英文摘要 | When discharge measurements are not available, design of water structures relies on using frequency analysis of rainfall data and applying a rainfall-runoff model to estimate a hydrograph. The Soil Conservation Service (SCS) method estimates the design hydrograph first through a rainfall-runoff transformation and next by propagating runoff to the basin outlet via the SCS unit hydrograph (UH) method. The method uses two parameters, the Curve Number (CN) and the time of concentration (T-c). However, in data-scarce areas, the calibration of CN and T-c from nearby gauged watersheds is limited and subject to high uncertainties. Therefore, the inherent uncertainty/variability of the SCS parameters may have considerable ramifications on the safety of design. In this research, a reliability approach is used to evaluate the impact of incorporating the uncertainty of CN and T-c in flood design. The sensitivity of the probabilistic outcome against the uncertainty of input parameters is calculated using the First Order Reliability Method (FORM). The results of FORM are compared with the conventional SCS results, taking solely the uncertainty of the rainfall event. The relative importance of the uncertainty of the SCS parameters is also estimated. It is found that the conventional approach, used by many practitioners, might grossly underestimate the risk of failure of water structures, due to neglecting the probabilistic nature of the SCS parameters and especially the Curve Number. The most predominant factors against which the SCS-CN method is highly uncertain are when the average rainfall value is low (less than 20mm) or its coefficient of variation is not significant (less than 0.5), i.e. when the resulting rainfall at the design return period is low. A case study is presented for Egypt using rainfall data and CN values driven from satellite information, to determine the regions of acceptance of the SCS-CN method. |
英文关键词 | uncertainty first order reliability method (FORM) SCS curve number time of concentration arid region |
类型 | Article |
语种 | 英语 |
国家 | Egypt |
收录类别 | SCI-E |
WOS记录号 | WOS:000373918900004 |
WOS关键词 | FLOOD RETURN PERIODS ; RISK-ASSESSMENT ; STORM DURATION ; CURVE ; GROUNDWATER ; RAINFALL ; DESIGN |
WOS类目 | Water Resources |
WOS研究方向 | Water Resources |
资源类型 | 期刊论文 |
条目标识符 | http://119.78.100.177/qdio/handle/2XILL650/193470 |
作者单位 | 1.Fayoum Univ, Dept Civil Engn, Water Resources Engn, Al Fayyum, Egypt; 2.Ain Shams Univ, Irrigat & Hydraul Dept, Cairo, Egypt |
推荐引用方式 GB/T 7714 | Awadallah, Ayman G.,Saad, Haitham,Elmoustafa, Ashraf,et al. Reliability assessment of water structures subject to data scarcity using the SCS-CN model[J],2016,61(4):696-710. |
APA | Awadallah, Ayman G.,Saad, Haitham,Elmoustafa, Ashraf,&Hassan, Ahmed.(2016).Reliability assessment of water structures subject to data scarcity using the SCS-CN model.HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES,61(4),696-710. |
MLA | Awadallah, Ayman G.,et al."Reliability assessment of water structures subject to data scarcity using the SCS-CN model".HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES 61.4(2016):696-710. |
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