TY - JOUR
T1 - Rate-based estimation of the runoff coefficients for selected watersheds in Texas
AU - Dhakal, Nirajan
AU - Fang, Xing
AU - Asquith, William
AU - Cleveland, Theodore
AU - Thompson, David
PY - 2013/11/26
Y1 - 2013/11/26
N2 - The runoff coefficient, C, of the rational method is an expression of rate proportionality between rainfall intensity and peak discharge. Values of C were derived for 80 developed and undeveloped watersheds in Texas using two distinct methods. First, the ratebased runoff coefficient, C rate , was estimated for each of about 1,500 rainfall-runoff events. Second, the frequency-matching approach was used to derive a runoff coefficient, C r , for each watershed. Published C values, C lit , or literature-based runoff coefficients were compared to those obtained from the methods investigated here. Using the 80 Texas watersheds, comparison of the two methods shows that about 75% of literature-based runoff coefficients are greater than C r and the watershed-median C rate , but for developed watersheds with more impervious cover, literature-based runoff coefficients are less than C r and C rate . An equation applicable to many Texas watersheds is proposed to estimate C as a function of imper
AB - The runoff coefficient, C, of the rational method is an expression of rate proportionality between rainfall intensity and peak discharge. Values of C were derived for 80 developed and undeveloped watersheds in Texas using two distinct methods. First, the ratebased runoff coefficient, C rate , was estimated for each of about 1,500 rainfall-runoff events. Second, the frequency-matching approach was used to derive a runoff coefficient, C r , for each watershed. Published C values, C lit , or literature-based runoff coefficients were compared to those obtained from the methods investigated here. Using the 80 Texas watersheds, comparison of the two methods shows that about 75% of literature-based runoff coefficients are greater than C r and the watershed-median C rate , but for developed watersheds with more impervious cover, literature-based runoff coefficients are less than C r and C rate . An equation applicable to many Texas watersheds is proposed to estimate C as a function of imper
U2 - 10.1061/(ASCE)HE.1943-5584.0000753
DO - 10.1061/(ASCE)HE.1943-5584.0000753
M3 - Article
SP - 1571
EP - 1580
JO - Journal of Hydrologic Engineering
JF - Journal of Hydrologic Engineering
ER -