Abstract
Scarcity of measured hydrologic data is the main cause for difficulty in demonstrating the assessment of groundwater recharge. The aim of this study is to provide a new scope to assess the runoff and groundwater recharge in ungauged basins based on paleo-flood and morphometric features in arid environment in spite of limited hydrological data. This study is based on rainfall-runoff modeling through the integration between paleo-flood mark measurement, basin physiographic features, and geographic information system (GIS) techniques. Four models of ArcHydro, Grinne (channel) model, Watershed Modeling System (WMS), and HEC-HMS were integrated together and used to assess flood risk and the relationship between rainfall and runoff in the study basin. Al Dawasir basin was selected to demonstrate this study, because it is the biggest basin in the Kingdom of Saudi Arabia with an area of 257,689 km2 and extends for about 700 km from Makkah al-Mukarramah region in the west side of Saudi Arabia to Riyadh region and the Rub` Al Khali in the middle of Saudi Arabia. Al Dawasir basin which has stream order reaches to 8th order, composed of 2 sub-basins of 7th order, 12 sub-basins of 6th order, and 44 basins of 5th order. This study deals with the hydrological study of large sub-basins of highest order (7th and 6th) such as Al Fushsh, Turbah, Al Khurmah, Ranyah, Bishah, Shiab Yafikh, Tathlith, Al Hinu, Al Maqran, Himam, and Uyaynah sub-basins. Wadi Al Dawasir Basin is usually subjected to sporadic storm events, which vary spatially and temporally in intensity. Based on the paleo-flood measurement of Wadi Ranyah sub-basin, calibrated scenarios have been done and the resulted hydrograph is matching with rainfall event of 10-year return period with and without routing scenarios. Some scenarios have been done to calculate the surface runoff volume of the whole Wadi Al Dawasir basin and calibrated the results based upon the paleo-flood measurement of Wadi Ranyah sub-basin. The calculated volume of Wadi Al Dawasir basin ranges from 4.8 BCM to 27.4 BCM for 2- and 100-year return periods, respectively.
Similar content being viewed by others
References
Aigner R (2000) Schlusselkurve version 1.0. In: Martin and Pohl (Hrsg.) Hydraulische und numerische Modelle, Technische Hydromechanik (hydraulic and numerical models, technical hydrodynamics), Bd. 4. Verlag Bauwesen, Berlin
Bajabaa S, Masoud M, Ai-Amri N (2014) Flash flood hazard mapping based on quantitative hydrology, geomorphology and GIS techniques (case study ofWadi AI Lith, Saudi Arabia). Arabian J Geosci 7(6):2469e2481. https://doi.org/10.1007/s2517-013-0941-2
Baker VR (1973) Paleohydrology and sedimentology of Lake Missoula flooding in eastern Washington. Special Paper, vol. 144. Geol Soc Am Bull 79.
Baker VR (1975) Flood hazards along the Balcones Escarpment in central Texas: alternative approaches to their recognition, mapping and management. Univ Texas Bureau Econo Geol Circ 75–5:22
Baker VR (1977) Stream channel response to floods with examples from central Texas. Geol Soc Am Bull 88:1057–1070
Baker VR (1987) Paleoflood hydrology and extreme flood events. J Hydrol 96:79–99
Baker VR (1998) Paleohydrology and the hydrological sciences. In: Benito G, Baker VR, Gregory KJ (eds) Palaeohydrology and environmental change. Wiley, Chichester, pp 1–10
Baker VR (2008) Paleoflood hydrology: origin, progress, prospects. Geomorphology 101(2008):1–13. https://doi.org/10.1016/j.geomorph.2008.05.016
Bishop MP, Shroder JF, Bonk R, Olsenholler J (2002) Geomorphic change in high mountains. Awestern Himalayan perspective. Glob Planet Chang 32:311–329
Cetin M (2013) Landscape engineering, protecting soil, and runoff storm water, InTech-Open Science-Open Minds, Online July 1st, 2013. Chapter 27, Book: Advances in Landscape Architecture Environmental Sciences, ISBN 978–953–51-1167-2, 697–722 pp.
Cetin M (2015) Using GIS analysis to assess urban green space in terms of accessibility: case study in Kutahya. International. Int J Sust Dev World 22(5):1–5 June 2015 with 880 Reads. https://doi.org/10.1080/13504509.2015.1061066
Cetin M (2016) Sustainability of urban coastal area management: a case study on Cide. J Sustain For 35(7):527–541. https://doi.org/10.1080/10549811.2016.1228072
Cetin M, Onac AK, Sevik H, Ugur C, Huseyin A (2018) Chronicles and geoheritage of the ancient Roman city of Pompeiopolis: a landscape plan. Arab J Geosci 11:798. https://doi.org/10.1007/s12517-018-4170-6
Chow VT, Maidment DR, Mays L (1988) Applied hydrology. McGraw-Hill, New York
Cunge JA (1969) On the subject of a flood propagation computational method (Muskingum method). J Hydraul Res 7(2):2051230
Davis JC (1975) Statics and data analysis in geology. Wiley, New York
El Osta M, Masoud M (2015) Implementation of a hydrologic model and GIS for estimating Wadi runoff in Dernah area, Al Jabal Al Akhadar, NE Libya. J Afr Earth Sci 107:36–56. https://doi.org/10.1016/j.jafrearsci.2015.03.022
Elfeki A, Masoud M, Niyazi B (2017) Integrated rainfall–runoff and flood inundation modeling for flash flood risk assessment under data scarcity in arid regions: Wadi Fatimah basin case study, Saudi Arabia. Nat Hazards 85(1):87–109. https://doi.org/10.1007/s11069-016-2559-7
Faniran A (1968) The index of drainage intensity—a provisional new drainage factor. Aust J Sci 31:328–330
Fuller ML (1917) Discussion of the final report of the special committee on floods and flood prevention. Trans Am Soc Civ Eng 81:1269–1278 Paper No. 1400
Garrido MC, Deville Y, Lezaud P (2017) Extreme value analysis: an introduction. J de la Société Française de Statistique 154(2):66–97
Gregory KJ, Walling DE (1973) Drainage basin form and process. John Wiley and Sons, New York, p 456
Haggett P (1965) Locational analysis in human geography. St. Martin’s Press-Arnold, London, p 339
Horton RE (1932) Drainage basin characteristics. Trans Am Geophys Union 13:350–361
Horton RE (1945) Erosional development of streams and their drainage basins, hydrophysical approach to quantitative morphology. Geol Soc Am Bull 56:275–370
Kaya E, Agca M, Adiguzel F, Cetin M (2018) Spatial data analysis with R programming for environment. Human Ecol Risk Asses: An International Journal. https://doi.org/10.1080/10807039.2018.1470896
Leadbetter MR (1974) On extreme values in stationary sequences. Z Wahrscheinlichkeitstheorie verw Gebiete 28:289–303
Majure JJ, Soenksen PJ (1991) Using geographic information system to determine physical basin characteristics for use in flood-frequency equations. In: Balthrop BH, Terry JE (eds) U.S. geological survey national computer technology meeting-proceedings, Phoenix, Arizona, p 14–18, 1998: U.S. Geological Survey Water Resources Investigations Report, 90–4162:31–40
Malik A, Kumar A, Kandpal H (2019) Morphometric analysis and prioritization of sub-watersheds in a hilly watershed using weighted sum approach. Arab J Geosci 12:118. https://doi.org/10.1007/s12517-019-4310-7
Manning R (1891) On the flow of water in open channels and pipes. Trans Inst Civil Eng Irel 20:161–207
Martin H, Pohl RU (2000) Technische Hydromechanik, Hydraulische und numerische Modelle (Technical hydromechanics, hydraulic and numeric models), Band 4
Masoud M (2015) Rainfall-runoff modeling of ungauged Wadis in arid environments (case study Wadi Rabigh—Saudi Arabia). Arab J Geosci 8:2587. https://doi.org/10.1007/s12517-014-1404-0
Masoud M (2016) Geoinformatics application for assessing the morphometric characteristics’ effect on hydrological response at watershed (case study of Wadi Qanunah, Saudi Arabia). Arab J Geosci 9:280. https://doi.org/10.1007/s12517-015-2300-y
Masoud MH, EL Osta M (2016) Evaluation of groundwater vulnerability in El-Bahariya Oasis, Western Desert, Egypt, using modelling and GIS techniques: a case study. J Earth Syst Sci 125(6):1139–1155. https://doi.org/10.1007/s12040-016-0725-7
Masoud M, Schumann S, Mogheeth SA (2013) Estimation of groundwater recharge in arid, data scarce regions; an approach as applied in the El Hawashyia basin and Ghazala sub-basin (Gulf of Suez, Egypt). Environ Earth Sci 69:103–117. https://doi.org/10.1007/s12665-012-1938-y
Melton MN (1957) An analysis of the relations among elements of climate surfacepropertiesandgeomorphology. ProjectNR389-042TechRept.II, Columbiana. Dept. of geology, on Geog., R., branch, New York, 34
Miller VC (1953) A quantitative geomorphic study of drainage basin characteristics in the Clinch Mountain area, Virginia and Tennessee. Project NR, Technical Report 3, Columbia Univ., Department of Geology, ONR, Geography Branch, New York, pp. 389–042
Mueller JE (1968) An introduction to the hydraulic and topographic sinuosity Indexes1. Ann Assoc Am Geogr 58(2):371–385
NRCS (1972) Hydrology guide for use in watershed planning. SCS national engineering handbook, section 4: hydrology, supplement a. US Department of Agriculture, soil conservation service, engineering division, Washington
NRCS (1985) National engineering handbook, section 4: hydrology. US Department of Agriculture, Soil Conservation Service, Engineering Division, Washington
Ritter DF, Kochel RC, Miller JR (2002) Process geomorphology. McGraw Hill, Boston
Romshoo SA, Bhat SA, Rashid IJ (2012) Geoinformatics for assessing the morphometric control on hydrological response at watershed scale in the Upper Indus Basin. Earth Syst Sci 121: 659. https://doi.org/10.1007/s12040-012-0192-8, , 686
Sarangi A, Bhattacharya AK, Singh A, Singh AK (2001) Use of geographic information system (GIS) in assessing the erosion status of watersheds. Indian J Soil Conserv 29:190–195
Schumm SA (1956) Evolution of drainage system and slope in badlands of Perth Amboy. New Jersey 67:597–546
Şen Z, Khiyami AH, Al-Harthy SG, Al-Ammawi FA, Al-Balkhi AB, Al-Zahrani MI, Al-Hawsawy HM (2012) Flash flood inundation map preparation for wadis in arid regions. Arab J Geosci 6:3563–3572. https://doi.org/10.1007/s12517-012-0614-6
Singh O, Sarangi A, Sharma C (2008) Hypsometric integral estimation methods and its relevance on erosion status of north-western lesser Himalayan watersheds. Water Resour Manag 22:1545–1560. https://doi.org/10.1007/s11269-008-9242-z
Stewart JE, Bodhaine GL (1961) Floods in the Skagit River basin, Washington. Water Supply Paper, vol. 1527. US Geological Survey
Strahler AN (1952) Hypsometric analysis of erosional topography. Bull Geol Soc Am Bull 63:1117–1142
Strahler AN (1953) Revision of Hortons’ quantitative factors in erosional terrain. Trans Am Geophys Union 34:356
Strahler AN (1957) Quantitative analysis of watershed geomorphology. Trans Am Geophys Union 38:913–920
Strahler AN (1964) Quantitative geomorphology of drainage basins and channel networks. Handbook of Applied Hydrology, New York, McGraw Hill Book Company, 411
Strickler A (1923) mitteilungen des Eidgenossischen Amtes fur Wasserwirtschaft 16, Bern, Switzerland Translated as “Contributions to the question of a velocity formula and roughness data for streams, channels and closed pipelines.” by T. Roesgan and W. R. Brownie, Translation T-10, W. M. Keck Lab of Hydraulics and Water Resources, Calif. Inst. Tech., Pasadena, Calif. January 1981
Viessman W, Knapp JW, Lewis GL, Harbauqh TE (1977) Introduction to hydrology. Happer and Row Publishers, New York
Wanielista MP, Kersten R, Eaglin R (1995) Hydrology water quantity and quality control, Wiley and Sons, 2nd Edition
Wheater HS, Laurentis P, Hamilton GS (1989) Design rainfall characteristics for South-West Saudi Arabia. Proc Inst Civ Eng 87(4):517–538
Funding
This project was funded by the Deanship of Scientific Research (DSR), King Abdulaziz University, Jeddah, under Grant No. 438/123/237. The authors, therefore, acknowledge with thanks DSR technical and financial support.
Author information
Authors and Affiliations
Corresponding author
Additional information
Editorial handling: Broder J. Merkel
Rights and permissions
About this article
Cite this article
Masoud, M.H., Basahi, J. & Niyazi, B. Assessment and modeling of runoff in ungauged basins based on paleo-flood and GIS techniques (case study of Wadi Al Dawasir-Saudi Arabia). Arab J Geosci 12, 483 (2019). https://doi.org/10.1007/s12517-019-4642-3
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12517-019-4642-3