TY - JOUR
T1 - Intelligent estimation of the discharge peak in Al Aqiq drainage basin
T2 - A case study in Al Madinah Munwwarah region
AU - Aldrees, Ali
AU - Bakheit, Abubakr Taha
AU - Assilzadeh, Hamid
N1 - Publisher Copyright:
Copyright © 2021 Techno-Press, Ltd.
PY - 2021/6
Y1 - 2021/6
N2 - The NRCS-CN model is one of the commonly used models for the estimation of discharge peak in a watershed in Saudi Arabia using the DEM outputs and daily rainfall data. The current study aims to classify the sub-basins using rainfall volume, rain off volume and estimate the discharge peak using NRCS-CN method. The drainage map of the studied sub-basin areas was extracted from SRTM Dem 30 m outputs. To estimate the surface runoff and its discharge peak, the drainage area was divided into four tributary basins for Wadi Al-Aqiq using the WMS software outputs from SRTM Dem 30 m. The extracted sub-basins were Wadis Rim, Al Yitimah, Al Ishsh and Sha’ib Ruwawah. The results indicate the importance of the integrated use of the digital processing outputs of the DEM in extracting the morphometric variables necessary in calculating the concentration-time, unit peak discharge and the land resources map in determining the runoff curve. In addition, the weighted curve numbers were ranged between 88.4, 89.9, and 92.1 in Wadi Al Ishsh, wadi Rim, and wadi Al Aqiq watersheds, respectively. It was evident that the attained results can be calibrated by the actual recorded discharge and related to several watersheds.
AB - The NRCS-CN model is one of the commonly used models for the estimation of discharge peak in a watershed in Saudi Arabia using the DEM outputs and daily rainfall data. The current study aims to classify the sub-basins using rainfall volume, rain off volume and estimate the discharge peak using NRCS-CN method. The drainage map of the studied sub-basin areas was extracted from SRTM Dem 30 m outputs. To estimate the surface runoff and its discharge peak, the drainage area was divided into four tributary basins for Wadi Al-Aqiq using the WMS software outputs from SRTM Dem 30 m. The extracted sub-basins were Wadis Rim, Al Yitimah, Al Ishsh and Sha’ib Ruwawah. The results indicate the importance of the integrated use of the digital processing outputs of the DEM in extracting the morphometric variables necessary in calculating the concentration-time, unit peak discharge and the land resources map in determining the runoff curve. In addition, the weighted curve numbers were ranged between 88.4, 89.9, and 92.1 in Wadi Al Ishsh, wadi Rim, and wadi Al Aqiq watersheds, respectively. It was evident that the attained results can be calibrated by the actual recorded discharge and related to several watersheds.
KW - Curve number
KW - Discharge peak
KW - Maximum daily rainfall
KW - NRCS method
KW - Runoff depth
KW - Saudi Arabia
KW - Sub basins
KW - Wadi Al Aqiq
UR - http://www.scopus.com/inward/record.url?scp=85108260675&partnerID=8YFLogxK
U2 - 10.12989/sss.2021.27.6.951
DO - 10.12989/sss.2021.27.6.951
M3 - Review article
AN - SCOPUS:85108260675
SN - 1738-1584
VL - 27
SP - 951
EP - 968
JO - Smart Structures and Systems
JF - Smart Structures and Systems
IS - 6
ER -