contributor author | Bing Zhao | |
contributor author | Larry W. Mays | |
date accessioned | 2017-05-08T20:42:35Z | |
date available | 2017-05-08T20:42:35Z | |
date copyright | June 1996 | |
date issued | 1996 | |
identifier other | %28asce%290733-9429%281996%29122%3A6%28325%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24285 | |
description abstract | Alluvial fans along mountain bases pose quite interesting problems for the design of hydraulic structures and highway crossings and for flood insurance studies. The Federal Emergency Management Agency (FEMA) alluvial-fan method is subject to uncertainties because it is an approximate method. In this paper, Rosenblueth's point-estimate is applied to the FEMA alluvial fan method to compute the mean and standard deviation for the 100-yr discharge at any point on the fan and the mean and standard deviation for the fan arc width. The mean and standard deviation for the 100-yr discharge are used to obtain the risk that the 100-yr discharge will exceed the discharge capacity of hydraulic structures on the fan. The mean and standard deviation for the fan arc width are used to estimate the risk that a given location on the fan is within the hazard flood zone. The HEC-1 rainfall-runoff computer model is used to compute inputs to the FEMA method. The proposed uncertainty and risk analyses are applied to an alluvial fan in north Scottsdale, Ariz. | |
publisher | American Society of Civil Engineers | |
title | Uncertainty and Risk Analyses for FEMA Alluvial-Fan Method | |
type | Journal Paper | |
journal volume | 122 | |
journal issue | 6 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(1996)122:6(325) | |
tree | Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006 | |
contenttype | Fulltext | |