Skip to main content

Advertisement

Log in

Determination of potential runoff coefficient for Al-Baha Region, Saudi Arabia using GIS

  • Original Paper
  • Published:
Arabian Journal of Geosciences Aims and scope Submit manuscript

Abstract

The curve number (CN) is a hydrologic parameter used to describe the stormwater runoff potential for drainage areas, and it is a function of land use, soil type, and soil moisture. This study was conducted to estimate the potential runoff coefficient (PRC) using geographic information system (GIS) based on the area’s hydrologic soil group, land use, and slope and to determine the runoff volume. The soil map for the study area was developed using GPS data carried on to identify the soil texture to be used in building a soil hydrological groups map. Unsupervised and supervised classifications were done to Landsat 5/7 TM/ETM image to generate land-use and land-cover map. This map was reclassified into four main classes (forest, grass and shrub, cropland, and bare soil). Slope map for Al-Baha was generated from a 30-m digital elevation model. The GIS technique was used to combine the previous three maps into one map to generate PRC map. Annual runoff depth is derived based on the annual rainfall surplus and runoff coefficient per pixel using raster calculator tool in ArcGIS. An indication that in the absence of reliable ground measurements of rainfall product, it can satisfactorily be applied to estimate the spatial rainfall distribution based on values of R and R 2 (0.9998) obtained. Annual runoff generation from the study area ranged from 0 to 82 % of the total rainfall. Rainfall distribution in the study area shows the wise use of identifying suitable sites for rainwater harvesting, where most of the constructed dams are located in the higher rainfall areas.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19
Fig. 20

Similar content being viewed by others

References

  • American Society of Civil Engineers (ASCE) (1992) Design and construction of urban stormwater management systems. American Society of Civil Engineers, New York

    Google Scholar 

  • Browne FX (1990) Stormwater management. In: Corbitt RA (ed) Standard handbook of environmental engineering. McGraw-Hill Inc, New York, pp 7.1–7.135

    Google Scholar 

  • Cheng Q, Ko C, Yuan Y, Ge Y, Zhang S (2006) GIS modeling for predicting river runoff volume in ungauged drainages in the Greater Toronto Area, Canada. Comput Geosci 32(8):1108–1119

    Article  Google Scholar 

  • Chow VT, Maidment DR, Larry W, Mays NO (1988) Applied hydrology. McGrawHill International, New York

    Google Scholar 

  • De Winnaar G, Jewitt GPW, Horan M (2007) A GIS-based approach for identifying potential runoff harvesting sites in the Thukela River basin, South Africa. Phys Chem Earth Parts A/B/C 32(15):1058–1067

    Article  Google Scholar 

  • Dunne T, Leopold LB (1978) Water in environmental planning. Freeman, San Francisco

    Google Scholar 

  • El-Hawagry MS, Khalil MW, Sharaf MR, Fadl HH, Aldawood AS (2013) A preliminary study on the insect fauna of Al-Baha Province, Saudi Arabia, with descriptions of two new species. ZooKeys 274:1

    Article  Google Scholar 

  • Fetter CW Jr (1980) Applied hydrogeology. Charles E. Merrill and Co., Columbus, 484 pp

    Google Scholar 

  • Hydrology I (1976) Water balance of the headwaters oin catchemnts wye and severen. 1970–1975. Report No. 33. Institute of Hydrology, UK

    Google Scholar 

  • Kirkby MJ, Beven KJ (1979) A physically based, variable contributing area model of basin hydrology/Un modèle à base physique de zone d’appel variable de l’hydrologie du bassin versant. Hydrol Sci J 24(1):43–69

    Google Scholar 

  • Law F (1956) The effect of afforestation upon the yield of water catchment areas. Technical report. British Association for Advancement of Science, Sheffield

    Google Scholar 

  • Liu YB (2004) Development and application of a GIS-based hydrological model for flood prediction and watershed management. PhD Thesis, Vrije Universiteit Brussel, Belgium

  • Liu YB, De Smedt F (2004) WetSpa extension, a GIS-based hydrologic model for flood prediction and watershed management. Vrije Universiteit Brussel, Belgium, pp 1–108

    Google Scholar 

  • Liu YB, De Smedt F, Gebremeskel S (2000) Hydrologic modeling on a catchment scale using GIS and remote sensed land use information. Risk Anal II:295–304

    Google Scholar 

  • Mallants D, and Feyen  J (1990) Kwantitatieve en kwalitatieve aspecten van oppervlakte en grondwaterstroming (Quantitative and qualitative aspects of surface and groundwater flow) in Dutch, Volume 2., KUL, Leuven, Belgium.

  • Mulholland PJ, Wilson GV JP (1990) Hydro geochemical response of a forested watershed to storms effects of preferential flow along shallow and deep pathways. Water Resour Res 26(12)):3021–3036

    Article  Google Scholar 

  • Ramakrishnan D, Bandyopadhyay A, Kusuma KN (2008) “SCS-CN and GIS based approach for identifying potential water harvesting sites in the Kali Watershed, Mahi River Basin, India”. J Earth Syst Sci 118(No. 4):355–368

    Article  Google Scholar 

  • Rao KHV, Durga, Bhaumik MK (2003) Spatial expert support system in selecting suitable sites for water harvesting structures -a case study of Song Watershed, Uttaranchal, India. Geocarto Int 18:43–50

    Article  Google Scholar 

  • Saudi Geological Survey (2012) Facts and numbers (In Arabic)

  • Schwab G O, Frevert R K (1993) Elementary soil and water engineering. Krieger Publishing Company, Melbourne

  • Senay GB, Verdin JP (2004) Developing index maps of water-harvest potential in Africa. Appl Eng Agricult 20(6):789–799, 12

    Article  Google Scholar 

  • Sharma KD (1986) Runoff behaviour of water harvesting microcatchments. Agric Water Manag 11(2):137–144

    Article  Google Scholar 

  • Sherman L (1932) Stream flow from rainfall by unit hydrograph method. Eng News Rec 108:501–505, Chicago

    Google Scholar 

  • Sivapalan M, Blöschl G, Merz R, Gutknecht D (2005) Linking flood frequency to long-term water balance: incorporating effects of seasonality. Water Resour Res 41(6):W06012. doi:10.1029/2004WR003439

    Article  Google Scholar 

  • Texas Department of Transportation (TxDOT) (2002) Hydraulic design manual. TxDOT Hydraulics Branch of the Bridge Division, Austin, 78701

    Google Scholar 

  • USDA (2004) Estimation of direct runoff from storm rainfall, National Engineering Handbook, pp 79

  • USDA, Soil Conservation Service, Plant Materials Centers (1988) Plant materials handbook. (For Arizona, Colorado, Montana, New Mexico, North and South Dakota, Utah and Wyoming) US Dept. of the Interior, Office of Surface Mining-Reclamation and Enforcement

  • Victor MP, Hawkins RH (1996) Runoff curve number: has it reached maturity. J Hydrol Eng 1(1):9

    Google Scholar 

  • Viglione A, Merz R, Bloschl G (2009) On the role of the runoff coefficient in the mapping of rainfall to flood return periods. Hydrol Earth Syst Sci 13:577–593

    Article  Google Scholar 

  • Wanielista MP, Yousef YA (1993) Stormwater management. Wiley, New York

    Google Scholar 

Download references

Acknowledgments

We gratefully thank the two anonymous reviewers for their thoughtful comments, which substantially improved this manuscript.

This project was financially supported by King Saud University, Deanship of Scientific Research, College of Food and Agricultural Sciences, Research Center.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Shereif H. Mahmoud.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Mahmoud, S.H., Mohammad, F.S. & Alazba, A.A. Determination of potential runoff coefficient for Al-Baha Region, Saudi Arabia using GIS. Arab J Geosci 7, 2041–2057 (2014). https://doi.org/10.1007/s12517-014-1303-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12517-014-1303-4

Keywords

Navigation