Approach of Land Cover Based Asymptotic Curve Number Regression Equation to Estimate Runoff

Abstract

The Natural Resources Conservation Service‐Curve Number (NRCS‐CN) method has been used widely for estimation of direct runoff. However, the determination methods of CN values for land covers from the National Engineering Handbook Chapter 4 (NEH‐4) are inadequate due to uncertainty raised in determining the of the hydrologic soil group, which could change from reported soil survey data due to soil compaction and other human activities. To overcome these drawbacks, an asymptotic CN (ACN) regression equation for the relationship between measured streamflow and rainfall for gauged river basins (ACN‐RB) was developed and used in various studies. The ACN‐RB determines various CN values depending on the amount of rainfall in an event. The ACN‐RB has limitations in application to ungauged river basin because the ACN‐based CN values do not consider various land covers. Accordingly, 13 land cover‐based asymptotic CN regression equations (LC‐ACN‐REs) were developed and evaluated in this study by comparing estimated direct runoff with measured data. The estimated direct runoff using the LC‐ACN‐REs, which were classified as “standard types”, matched observed direct runoff well, as evidenced by a Nash‐Sutcliff efficiency (NSE) value of 0.78 for Jungrang A basin and a NSE value of 0.73 for Tancheon A basin. Copyright © 2016 John Wiley & Sons, Ltd.

Development of a Watershed-Scale Long-Term Hydrologic Impact Assessment Model with the Asymptotic Curve Number Regression Equation

“…Thus, the LC-ACN-REs developed by [29] were classified as being applicable by land cover type; the effects of soil infiltration properties on direct runoff estimation cannot be analyzed with LC-ANC-RE approaches.…”

“…To overcome this limitation of the LC-CAN-REs [29], rainfall and direct runoff data from the "Long-term monitoring of Nonpoint-Source (NPS) pollution" project were analyzed to obtain the CN value for each combination of rainfall and direct runoff using Equation (1), which was proposed by Hawkins [30]. HSG information for the monitoring site was then compiled for use in estimating CN values for other HSGs.…”

Identification of the Relationship between Rainfall and the CN Parameter in Western Carpathian Mountain Catchments in Poland

“…In the next step, the observed values of the CN parameter (CN obs ) for individual P-Q episodes were calculated. For this purpose, for each P-Q pair, the volume of Si retention was determined using the formula [37][38][39]:…”