Wadi Hydrology

Wadi Hydrology

Volumn , Issue , 2008, Pages 1-351

  Șen, Zekai ^a  

^a ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

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EID: 85056923288     PISSN: None     EISSN: None     Source Type: Book    
DOI: None     Document Type: Book

References (409)

1. Abu-Awwad, A. M. and Shatanawi, M. R., 1997. Water harvesting and infiltration in arid areas affected by surface crust: examples from Jordan. J. Arid Environ., 37: 443–452.
2. Al-Weshah, R., 2002. The role of UNESCO in sustainable water resources management in the Arab World. Desalination, 152, 1–13.
3. Arnell, N. W., 1999. Climate change and global water resources. Global Environ. Change, 9: S31–S49.
4. FAO, 1981. Arid zone hydrology for agricultural development. FAO, Rome, Irrigation Drainage, Paper 37, 271 pp.
5. IPCC, 1997. An introduction to simple climate models used in the IPCC Second Assessment Report. In Houghton JT, Filho LGM, Griggs DJ, Maskell K, IPCC Working Group I. Available online at http://www.ippc.ch.
6. McMahon, T. A., 1979. Hydrological characteristics of arid zones. In Hydrology: Areas of Low Precipitation. IAHS Press, International Association of Hydrological Sciences Publication 128, Wallingford, England, 105–123.
7. McMahon, T. A., Finlayson, B. L., and Srikanthan, R., 1987. Runoff variability: a global perspective. In: Solomon, S. I., Beran, M., and Hogg, W. (Eds.) The Influence of Climate Change and Climate Variability on the Hydrologic Regime and Water Resources. IAHS Press, International Association of Hydrological Sciences Publication 168, Wallingford, England, 3–12.
8. Pilgrim, D. H., Chapman, T. G., and Doran, D. G., 1988. Problems of rainfall-runoff modeling in arid and semi-arid regions. Hydrol. Sci. J., Vol. 33, No. 4: 379–400.
9. Potter, L. D., 1992. Desert characteristics as related to waste disposal. In Deserts as Dumps? The Disposal of Hazardous Materials in Arid Ecosystems. Reith, C. C. and Thomson, B. M. (Eds.) Univ. of N.M. Press., Albuquerque, N.M., 21–56.
10. Scanlon, B. R., Tyler, S. W., and Wierenga, P.J.,1997. Hydrologic issues in arid, unsaturated systems and implications for contaminant transport. Rev. Geophys., Vol. 35, No. 4: 461–490.
11. Sirdas, S. and Şen, Z., 2003. Spatio-temporal drought analysis in the Trakya region, Turkey. Hydrol. Sci. J., Vol. 48, No. 5, 809–820.
12. Şen, Z., 1980. Statistical analysis of hydrologic critical droughts. J. HydrauI. Eng. ASCE, 106 (HY1), 99–15.
13. Şen, Z. and Boken, V. K., 2005. Techniques To Predict Agricultural Droughts. Oxford University, 40–54.
14. UNESCO, 1977. World Distribution of Arid Regions. Map Scale: 1/25,000,000, UNESCO, Paris.
15. Weather, H. S. and Al-Weshah, R., 2002. Introduction. Hydrology of wadi systems IHP regional network on wadi hydrology in the Arab region. In cooperation with the Arab League Educational, Cultural and Scientific Organization (ALECSO) and the Arab Centre for Studies of Arid Zones and Dry Lands (ACSAD).
16. World Health Organization, WHO, 1977. Comprehensive Assessment of the Freshwater Resources of the World. WHO, Geneva, 34 pp.
17. Yevjevich, V., 1967. An Objective Approach to Definitions and Investigations of Continental Hydrologic Drought, Hydrology Paper No. 23, Colorado State University, Fort Collins, CO, 43 pp.
18. Al-Sefry, S., Şen, Z., Al-Ghamdi, S. A., Al-Ashi, W., and Al-Baradi, W., 2004. Strategic ground water storage of Wadi Fatimah—Makkah region Saudi Arabia. Saudi Geological Survey, Hydrogeology Project Team, Final Report.
19. FAO, 1981. Arid zone hydrology for agricultural development. FAO, Rome, Irrig. Drain. Paper 37, 271 pp.
20. Kirpich, Z. P., 1940. Time of concentration of small agricultural watersheds. Civ. Eng., 10 (6), p. 362.
21. Moore, G. T. and Asquith, D. O., 1971. Deltas: Term and Concept. Bull. Geol. Soc. Am., 82, pp. 2563–2568.
22. Şen, Z., 1995. Applied Hydrogeology for Engineers and Scientists. Boca Raton, CRC Lewis Publishers, 467 pp.
23. Şen, Z., 1996. Theoretical RQD-Porosity-Conductivity-Aperture Charts. Int. J. Rock Mech. Min. Sci. Geomec. Abstr., Vol. 33, No. 2, pp. 173–177.
24. Abandeh, A., 1999. Climate trends and climate change scenarios, Vulnerability and Adaptation to Climate Change in Jordan. Vol. 1, Project No. JOR/95/G31/IG/99, Al-Shamil Engineering, Amman, Jordan.
25. Abouammoh, A. M., 1991. The distribution of monthly rainfall intensity at some sites in Saudi Arabia. Environ. Monitoring Assess., Vol. 17, 89–100.
26. Akin, J. E., 1971. Calculation of areal depth of precipitation. J. Hydrol., Vol. 12, 363–376.
27. Al-Sefry, S., Şen, Z., Al-Ghamdi, S. A., Al-Ashi, W., and Al-Baradi, W., 2004. Strategic ground water storage of Wadi Fatimah—Makkah region Saudi Arabia. Saudi Geological Survey, Hydrogeology Project Team, Final Report.
28. Aron, G., Wall, D. J., White, E. L., and Dunn, C. N., 1987. Regional rainfall intensity-duration-frequency curves for Pennsylvania. Water Resour. Bull., 23 (3), 479–485.
29. Barger, G. L. and Thom, H. C. S., 1949. Evaluation of drought hazard. Argon. J., Vol. 41, 519–527.
30. Barnes, S. L., 1964. A technique for maximizing details in numerical weather map analysis. J. App. Meteor., Vol. 3, 396–409.
31. Bayraktar, H., Turalioglu, F. S., and Şen, Z., 2005. The estimation of average areal rainfall by percentage weighting polygon method in Southwestern Anatolia region, Turkey. Atmos. Res., Vol. 73, 149–160.
32. Bazuhair, S. A., Gohani, A., and Şen, Z., 1997. Determination of monthly wet and dry periods in Saudi Arabia. Int. J. Climatol., Vol. 17, 303–311.
33. Bell, F. C., 1969. Generalized rainfall-duration-frequency relationships. J. Hydraul. Div. ASCE, 95, 311–327.
34. Benjamin, J. R. and Cornell, C. A., 1960. Probability Statistics and Decision for Civil Engineers, McGraw-Hill, New York, p. 684.
35. Bernard, M. M., 1932. Formulas for rainfall intensities of long durations, Trans. ASCE, 96, 592–624.
36. Berndtsson, R. and Niemczynowicz, J., 1986. Spatial and temporal characteristics of high intensive rainfall in northern Tunisia. J. Hydrol., Vol. 87, No. 3/4, 285–289.
37. Bruce, J. P. and Clark, R. H. (1966). Hydrometeorology. Pergamon Press, New York, 319 pp.
38. Burlando, P. and Rosso, R. 1996. Scaling and multi-scaling models of depth-duration-frequency curves for storm precipitation. J Hydrol., 187(1–2), 45–64.
39. Chow, V. T., 1964. The frequency formula for hydrologic frequency analysis. Trans. AGU Vol. 32, 231–237.
40. Cohen, S. and Stunhill, G., 1996. Contemporary climate change in the Jordan Valley. J. Appl. Meteorol., 35, 1051–1058.
41. Cressman, G. P., 1959. An operational objective analysis system. Mon. Wea. Rev., 87, No. 10, pp. 367–374.
42. Downer, R., Siddiqui, M. M., and Yevjevich, V., 1967. Applications of Runs to Hydrologic Droughts. Colo. State Univ., Fort Collins, CO, Hydrol. Pap. 23.
43. Eljadid, A. G., 1997. Hydrometeorological aspects and water resources management in the northern part of Libya. Unpublished Ph.D Thesis, Istanbul Technical University, Meteorology Department, 250 p.
44. Feller, W., 1967. An Introduction to Probability Theory and its Application, Vol. 1, John Wiley & Sons, Inc., New York, p. 509.
45. Fiddes, D., 1977. Depth-duration-frequency relationships for East Africa rainfall. In: Proc. Symp. on Floods Hydrol. (Nairobi, 1975), 57–70. Transport and Road Res. Lab. Supply. Report No. 259.
46. Fiedler, F.R., 2003. Simple, practical method for determining station weights using Thiessen polygons and isohyetal maps. J. Hydrol. Eng. 8 (4), 219–221.
47. Froehlich, D. C., 1995a. Intermediate-duration-rainfall equations. J. Hydraulic Eng., ASCE, 121(10), 751–756.
48. Froehlich, D. C., 1995b. Long-duration-rainfall intensity equations. J. Irrigation Drainage Eng., 121(3), 248–252.
49. Froehlich, D. C., 1995c. Short-duration-rainfall intensity equations for drainage design. J. Irrigation Drainage Eng., 121(4), 310–311.
50. Garcia-Bartual, R. and Schneider, M. 2001. Estimating maximum expected short-duration rainfall intensities from extreme convective storms, Phys. Chem. Earth (B), 26(9), 675–681.
51. Guerrero-Salazar, P. L. A. and Yevjevich, V. (1975) Analysis of Drought Characteristics by the Theory of Runs, Colorado State University, Fort Collins, Hydrology Paper 80.
52. Gumbel, E. J., 1958. Statistics of extremes. Columbia University Press, New York.
53. Hershfield, D. M., 1962. A note on the variability of annual rainfall. J. Appl. Meteorol, Vol. 1, pp. 575–578.
54. Hevesi, J. A., Istok, J. D., and Flint, A. L., 1992a. Precipitation estimation in mountainous terrain using multivariate geostatistics: Part I. Structural analysis. J. Appl. Meteorol. 31, 661–676.
55. Hevesi, J. A., Istok, J. D., and Flint, A.L., 1992b. Precipitation estimation in mountainous terrain using multivariate geostatistics. Part II: Isohyetal Maps, J. Appl. Meteorol., 31, 661–676.
56. Keers, J. F. and Wescott, P., 1977. A computer-based model for design rainfall in the United Kingdom. Meteorological Office Scientific Paper, 36, London.
57. Kedem, B., Chiu, L. S., and Karni, Z., 1990. An analysis of the threshold method for measuring area-average rainfall. J. Appl. Meteorol., 29, 3–20.
58. Keifer, C. J. and Chu, H. H. 1957. Synthetic storm pattern for drainage design. J. Hydraul. Div. ASCE, 83, 1–25.
59. Koch, G. S. and Link, R. E., 1971. Statistical Analysis of Geological Data, Vols. I and II. Dower Publications, New York.
60. Kohler, M. A., 1949. Double mass curve analysis for testing the consistency of records and for making required adjustments. Bull. Am. Met. Soc., Vol. 30, 188–189.
61. Koutsoyiannis, D., Kozonis, D., and Manetas, A. 1998. A mathematical framework for studying rainfall intensity-duration-frequency relationships. J. Hydrol. 206, 118–135.
62. Leclerc, G. and Shaake, J. C., 1972. Methodology for assessing potential impact of urban development on urban runoff and the relative efficiency of runoff alternatives: Ralph M. Parsons Laboratory Rept. No. 167, Massachusetts Institute of Technology, Cambridge, MA.
63. Llamas, J., and Siddiqui, M. M., 1969. Runs of Precipitation Series. Colorado State University, Fort Collins, CO, Hydrology Paper 33.
64. Maidment, D. R., 1993. Handbook of Hydrology. McGraw-Hill, New York.
65. Mandelbrot, B. B., 1979. Fractal Geometry of Nature. Freeman, W. H., San Francisco, 1982.
66. Martin, R., 1988. A statistical use for characterizing probability distributions with application to rain rate data. J. Clim. Appl. Met., Vol. 28, 354–360.
67. McKee, T. B., Doesken, N. J., and Kleist, J., 1993. The relationship of drought frequency and duration to time scales. Preprints, Eighth Conf. on Applied Climatology (Anaheim, California, USA), 179–184.
68. McKee, T. B., Doesken, N. J., and Kleist, J., 1995. Drought monitoring with multiple time scales. Preprints, Ninth Conf. on Applied Climatology (Dallas, Texas, USA), 233–236.
69. Meteorological Office, 1962. Weather in the Mediterranean, Vol. 1, General Meteorology, 2nd Ed., Her Majesty’s Stationary Office. London, U.K., pp. 32–35.
70. Millian, J. and Yevjevich, V., 1971. Probabilities of Observed Droughts, Hydrology Paper No. 50, Colorado State University, Fort Collins, CO.
71. Mooley, D. A., 1973. Gamma distribution model for Asia summer monsoon rainfall. Mon. Weath. Rev., Vol. 101, No. 2, 160–176.
72. Mooley, D. A. and Crutcher, H. L., 1968. An application of Gamma distribution functions to India rainfall. ESSA Tech Report, EDS 5, Silver Springs, MD.
73. Palmer, W. C., 1965. Meteorol drought. Research Paper No. 45. U.S. Weather Bureau, NOAA Library and Information Services Division, Washington, D.C., 20852.
74. Pearson, K., 1957. Tables of the Incomplete Gamma Function. Cambridge University Press, Cambridge, MA.
75. Ragab, R. and Prudhomme, C., 2002. Climate change and water resources management in arid and semi-arid regions: prospective and challenges of the 21st century. Biosystem Eng., 81, 1, 3–34.
76. Richard, B. D., 1955. Flood Estimation and Control. Chapman & Hall Ltd., London, 187.
77. Saldarriaga, J. and Yevjevich, V., 1970. Application of Run Lengths to Hydrologic Series, Hydrology Paper No. 40, Colorado State University, Fort Collins, CO.
78. Sasaki, Y., 1960. An objective analysis for determining initial conditions for the primitive equations. Tech. Rep., (Ref. 60-16T), College Station: Texas A&M University.
79. Sharon, D., 1965. Variability of rainfall in Israel. Israel Exploration Journal, Vol. 15, pp. 169–176.
80. Shehadeh, N., 1976. The variability of rainfall in Jordan. Dirasat–Humanities, Vol. III, No. 3, 67–85.
81. Sherman, C. W., 1932. Frequency and intensity of excessive rainfalls at Boston-Massachusetts. Trans. ASCE, 95, 95l–960.
82. Sirdaş, S. and Şen, Z., 2007. Determination of stream-channel infiltration due to flash floods in western Arabian Peninsula. Hydrol. Eng., ASCE, in press.
83. Stevens, M. J. M. and Smulders, P. T., 1979. The estimation of the parameters of Weilbull wind speed distribution for wind energy utilization purposes. Wind Eng., Vol. 3, 132–145.
84. Summer, G., 1988. Precipitation Process and Anal. John Wiley & Sons, New York, 455 pp.
85. Şen, Z., 1976. Wet and dry period of annual flow series. J. Hydraul. Eng., ASCE, 102 (HY 10), 1503–1514.
86. Şen, Z., 1977. Run-sums of Annual Flow Series, J. Hydrol., Vol. 35, pp. 311–324.
87. Şen, Z., 1978. Autorun analysis of hydrologic time series. J. Hydrol., Vol. 36, pp. 75–85.
88. Şen, Z., 1980a. Statistical analysis of hydrologic critical droughts. J. Hydraul. Eng., ASCE., 106 (HY1), 99–115.
89. Şen, Z., 1980b. Regional drought and flood frequency-analysis-theoretical consideration. J. Hydrol, Vol. 46, No.3–4, 265–279.
90. Şen, Z., 1984. Autorun model for synthetic flow generation. J. Hydrol., 81, 155–170.
91. Şen, Z., 1997. Objective analysis by cumulative semivariogram technique and its application in Turkey. J. Appl. Meteorol. 36 (12): 1712–1724.
92. Şen, Z., 1998. Average areal precipitation by percentage weighting polygon method. J. Hydrol. Eng. 1, 69–72.
93. Şen, Z. and Eljadid, A. G., 1999. Rainfall distribution functions for Libya and rainfall prediction. J. Hydrol. Sci., Vol. 45, No. 5, 665–680.
94. Şen, Z. and Eljadid, A. G., 2000. Automated Average Areal Rainfall Calculation in Libya. Water Resour. Manage., Vol. 14, 405–416.
95. Şen, Z. and Öztopal, A., 2001. Genetic algorithms for the classification and prediction of precipitation occurrence. Hydrol. Sci. J., 46 (2): 255–267.
96. Tabios III, G. O., and Salas, J. D., 1985. A comparative analysis of techniques for spatial interpolation of precipitation. Water Resour. Bull., 21, 365–380.
97. Tarawneh, Q., 2000. Water resources environmental and climatic impact assessment with application to Jordan. Unpublished Ph.D. Thesis, Istanbul Technical University, Meteorology Department, 135.
98. Tase, N., Wilhite, D. A., and Glantz, M. H., 1987. Understanding the drought phenomenon: The role of definitions. Water International, 10, 111–120.
99. Taylor, C. M. and Lawes, E. F., 1971. Rainfall intensity duration frequency data for stations in East African Meteorological Department, Nairobi Tech. Memo No. 17.
100. Thiebaux, H. J. and Pedder, M. A., 1987. Spatial Objective Anal., Academic Press, 299 pp.
101. Thiessen, A. H., 1911. Precipitation averages for large areas. Mon. Wea. Rev., Vol. 39, 1082–1084.
102. UNDP, 1999. Vulnerability and adaptation to climate change in Jordan. Vol. 1, Project No. JOR/95/G31/IG/99, Al-Shamil Engineering, Amman, Jordan.
103. Wallis, R. J. and Hosking, J. R. M., 1993. Some statistics useful in regional frequency analysis. Wat. Resour. Res., Vol. 29, No. 2, 271–281.
104. Walpole, R. E., 1982. Introduction to Statistics, Third ed., MacMillan, London.
105. Walton, W. C., 1969. Ground Water Resources Evaluation, McGraw-Hill Book Co., New York.
106. Wiesner, C. J., 1970. Hydrometeorology. Chapman & Hall, London, 232.
107. Wihl, G. and Nobilis, F. 1975. Die Vertailung und Hohenabhangigkeit von 2.5 und 97.5% der Niderschlagssummen in der Jahrszeiten in Osterreich (The distribution and elevation dependence from 2.5% and 97.5% of seasonal precipitation totals in Austria, in German). Riv. Ital. Geofis. Sci. Affini 1, Vol. 1, 134–137.
108. Wilhite, D. A. and Glantz, M. H., 1985. Understanding of the drought phenomenon: the role and definition. Water Int., 10, 111–120.
109. WMO (World Meteorological Organization), 1966. Climate Change. Tech. Note No. 79, WMO No. 195, TP 200, I–20. WM, Geneva, Switzerland.
110. Yevjevich, V., 1967. An Objective Approach to Definitions and Investigations of Continental Hydrologic Drought, Hydrology Paper No. 23, Colorado State University, Fort Collins, CO, 43 p.
111. Yevjevich, V., 1972. Probability and statistics in hydrology. Water Resour. Publications, Colorado State University, Fort Collins, CO.
112. Zahrani, M. I., Saad, G. H., Hawsawi, H. M., Khiyami, H. A., Al-Amawi, F. A., Theban, M., and Şen, Z., 2007. Potential flood hazard in wadi Qanunah, Southwest Saudi Arabia. Saudi Geological Survey, Hydrogeology Project Team, Final Report.
113. Al-Jerash, M., 1983. Models of estimating average annual rainfall over the west of Saudi Arabia. J. Fac. Arts and Humanities, King Abdulaziz University, Jeddah, Saudi Arabia 3, 107–152.
114. Al-Jerash, M., 1985. Climatic subdivisions in Saudi Arabia: an application of principal component analysis. J. Climate 5, 307–323.
115. Al-Jerash, M., 1988. Climatic water balance in Saudi Arabia: an application of Thornthwaite-Mather model. J. Fac. Arts and Humanities, King Abdulaziz University, Jeddah, Saudi Arabia 5, 1–62.
116. Al-Qurashi, M., 1981. Synoptic climatology of the rainfall in the south-western region of Saudi Arabia. Unpublished M.Sc. Thesis, Western Michigan University, Michigan, U.S.
117. Al-Suba’i, K., 1991. Erosion-sedimentation and seismic considerations for dam siting in the central Tihamat Asir region. Unpublished Ph.D. Thesis. King Abdulaziz University, Faculty of Earth Sciences, Jeddah, Kingdom of Saudi Arabia.
118. Al-Yamani, M. S. and Şen, Z., 1992. Regional variation of monthly rainfall amounts in the Kingdom of Saudi Arabia. J. King Abdulaziz University: Faculty of Earth Sciences 6: 113–133.
119. Aron, G. and White, E. L., 1982. Fitting a Gamma distribution over a synthetic unit hydrograph. Water Resour. Bull., Vol. 18, No. 1, 95–98.
120. Barnes, H. H., Jr., 1967. Roughness Characteristics of Natural Channels, U.S. Geological Survey Water-Supply Paper 1849, 213 p.
121. Bhunya, P. K., Mishra, S. K., and Berndtsson, R., 2003. Simplified two-parameter Gamma distribution for derivation of synthetic unit hydrograph. J. Hydrologic. Eng., ASCE, Vol. 8, No. 4, 226–230.
122. Bras, R. L., 1989. Hydrology: An Introduction to Hydrologic Sciences. Addison-Wesley: Reading, MA.
123. Carter, R. W., Einstein, H. A., Hinds, J., Powell, R. W., and Silberman, E., 1963. Friction factors in open channels, progress report of the task force on friction factors in open channels of the Committee on Hydro-mechanics of the Hydraulics Division: Proceedings, American Society of Civil Engineers, Journal of the Hydraulics Division, 89, No. HY2, pt. 1, pp. 97–143.
124. Chen, C.-L., 1982. An evaluation of the mathematics and physical significance of the soil conservation service curve number procedure for estimating runoff volume. In Rainfall–Runoff Relationship, Singh, V.P. (Ed.). Water Resources Publications: Littleton, CO, pp. 80–161.
125. Chow, V. T., 1959. Open-Channel Hydraulics: New York, McGraw-Hill Book Co., 680 p.
126. Chow, V., Maidment, D., and Mays, L., 1988. Applied Hydrology: McGraw-Hill, New York, 572 p.
127. Chutha, P. and Dooge, J. C. I., 1990. The shape parameter of the geomorphic unit hydrograph. J. Hydrol. 117(1–4): 81–97.
128. Clark, C. O., 1943. Storage and unit hydrograph. Proc. Am. Soc. Civ. Eng., 9, pp. 1333–1360.
129. Croley, II, T. E., 1980. Gamma synthetic hydrographs. J. Hydrol., Vol. 47, 41–52.
130. Dein, M. A., 1985. Estimation of floods and recharge volumes in wadis Fatimah, Naaman and Turabah. Unpublished M.Sc. Thesis, Faculty of Earth Sciences, King Abdulaziz University, Jeddah, Saudi Arabia, 127 p.
131. Dooge, J. C. I., 1959. A general theory of the unit hydrograph. J. Geophys. Res. Vol. 64, No. 2, 241–256.
132. Dooge, J. C. I., 1973. Linear Theory of Hydrologic Systems. ARS Technical Bulletin No. 1468. U.S. Department of Agriculture, Washington, DC.
133. Eastgate, W. I., Swartz, G. L., and Briggs, H. J., 1979. Estimation of runoff rates for small Queensland catchments. Tech. Bull. No. 15, Div. Land Utilization, Queensland Dept. of Primary Industries, Brisbane, Australia.
134. Espey, W. H., Jr., and Winslow, D. E., 1974. Urban flood frequency characteristics. J. Hydraul. Div., ASCE, Vol. 100, No. 2, 279–293.
135. FAO, 1981. Arid Zone Hydrology for Agricultural Development. Rome, Irrigation and Drainage Paper, 37, 271 p.
136. Farquharson, F. A. K., Meigh, J. R., and Sutcliffe, J. V., 1992. Regional flood frequency analysis in arid and semi-arid areas. J. Hydrol. 138, 487–501.
137. Flerchinger, G. N. and Cooley, K. R., 2000. A ten-year water balance of a mountainous semiarid watershed, J. Hydrol., 237, No. 1–2, 86–99.
138. Glenn, T., 1954. An Introduction to Climate, 3rd ed. McGraw-Hill: New York.
139. Goodrich, D. C., Lane, L. J., Shillito, R. M., Miller, S. N., Syed, K. H., and Woolhiser, D. A., 1997. Linearity of basin response as a function of scale in a semi-arid watershed. Water Resour. Res., Vol. 33, No. 12, pp. 2951–2965.
140. Gray, D. M., 1961. Interrelationship of watershed characteristics. J. Geophys. Res., 66, 1215–1223.
141. Gupta, V. K., Waymire, E., and Wang, E. C. T., 1980. A representation of an instantaneous unit hydrograph from geomorphology. Water Resour. Res., 16(5): 855–862.
142. Hawkins, R. H., 1993. Asymptotic determination of runoff curve numbers from data. J. Irrigation and Drainage Eng., ASCE 119(2): 334–345.
143. Hjelmfelt, A. T., Jr., 1991. Investigation of curve number procedure. J. Hydrol. Eng., ASCE 117(6): 725–737.
144. Horton, R. E., 1940. An approach toward a physical interpretation of infiltration capacity. Soil Science Society of Am. J., 5: 399–417.
145. “Influences” of vegetation and watershed treatment on runoff, silting, and streamflow. (1940). Misc. Pub. No. 397. USDA, Washington, D.C.
146. Italconsult, 1973. Climate in area VI south, Hydrological special paper No. 2, Saudi Arabian Ministry of Agriculture and Water.
147. Jordan, P. R., 1977. Streamflow transmission losses in Western Kansas. J. Hydraul. Div., ASCE, 108, HY8, 905–919.
148. Kadioğlu, M. and Şen, Z., 2001. Monthly precipitation–runoff polygons and mean runoff coefficients. Hydrol. Sci. J. 46(1): 3–11.
149. Karlinger, M. R. and Troutman, B. M., 1985. Assessment of the instantaneous unit hydrograph derived from the theory of topologically random network. Water Resour. Res. 21(11): 1693–1702.
150. Kattelmann, R. and Elder, K., 1997. Hydrological characteristics and water balance of an alpine basin in the Sierra Nevada. Water Resor. Res., 27, 1553–1562.
151. Khiyami, H. A., Şen, Z., Al-Harthy, S. C., Al-Ammawi, F. A., Al-Balkhi, A. B., Al-Zahrani, M. I., and Al-Hawsawy, H. M., 2005. Flood hazard evaluation in wadi Hali and wadi Yibah. Technical Report. Saudi Geological Survey, 138 p.
152. Langbein, W. B. et al., 1947. Topographic characteristics of drainage basins. Water supply paper 968-C, U.S. Geological Survey, 125–155.
153. Le Bissonnais, Y. and Singer, M. J., 1993. Seal formation, runoff, and interrill erosion from seven California soils. Soil Sci. Soc. of Am. J., 57, 224–229.
154. Linsley, R. K., 1982. Rainfall–runoff models—an overview. In Proc. Int. Symposium on Rainfall–Runoff Relationship, Singh, V. P. (Ed.). Water Resources Publications: Littleton, CO.
155. Maidment, D. R., 1993. Handbook of Hydrology, McGraw-Hill, Inc., New York.
156. Mandelbrot, B. B., 1979. Fractal Geometry of Nature. W.H. Freeman: San Francisco.
157. Mather, J. R., 1979. Use of the climatic water budget to estimate streamflow. Water Resources Center. University of Delaware, Technical Research Report, July, Dept. Geography Newark, DE, 528.
158. Mesa, O. J. and Miffin, E. R., 1986. On the relative role of hill slope and network geometry in hydrological response. In Scale Problem in Hydrology, Gupta, V. K., Reidel, D. and Hingham, M. A. (Eds.), 1–17.
159. Morel-Seytoux, H. J., 1988. Introduction to overland flow theory, Proc. 8th Annual Hydrology Days Publications, 57 Seiby Lane, Atherton, CA 94027, 260–293.
160. Morin, J. and Benyamini, Y., 1977. Rainfall infiltration into bare soil. Water Resour. Res., Vol. 13, No. 5, pp. 813–817.
161. Nash, J. E., 1957. Determining runoff from rainfall. Proc. Inst. Civ. Eng., Dublin, Ireland.
162. Nash, J. E., 1958. The form of instantaneous unit hydrograph. In General Assembly of Toronto, 3–14 September 1957, Volume III, Surface Water, Prevision, Evaporation. IAHS Publication No. 45. IAHS Press: Wallingford, 114–121.
163. Nash, J. E., 1959. Synthetic determination of unit hydrograph parameters. J. Geophys. Res., Vol. 64, No. 1, 111–115.
164. NEH, 1999. National Engineering Handbook, Chapter 5, pp 5–11.
165. Nouh, M., 1987. Analysis of rainfall in southwest region of Saudi Arabia. Proc. Instn. Civil Eng., 83(2), 339–349.
166. Nouh, M., 1988a. Estimate of floods in Saudi Arabia derived from regional equations. J. Eng. Sci., King Saud University, 14 (1), pp. 1–26.
167. Nouh, M., 1988b. On the prediction of flood frequency in Saudi Arabia. Proc. Instn. Civil Eng., 85(2), 121–144.
168. Nouh, M., 2006. Wadi flow in the Arabian Gulf states. Hydrol. Process., Vol. 20, 2393–2413.
169. Parks, Y. P. and Sutcliffe, J. V., 1987. The development of hydrological yield assessment in NE Botswana, Brit. Hydrol. Soc. Symp., 14–16 September, Hull, Brit. Hydrol. Soc. I.C.E., London, 12.1–12.11.
170. Parrisopoulos, G. A., and Wheater, H. S., 1990. Numerical study of the effects of layers on unsaturated-saturated two-dimensional flow. Water Resour. Manage., 4, 97–22.
171. Pilgrim, D. H. and Cordery, I., 1993. Flood Runoff. Handbook of Hydrology, Maidment, D. R. (Ed.). McGraw-Hill: New York, 9.1–9.42.
172. Ponce, V. M. and Hawkins, R. H., 1996. Runoff curve number: has it reached maturity? J. Hydrol. Eng., ASCE 1(1): 11–19.
173. Raudkici, A. I., 1979. Hydrology: An Advanced Introduction to Hydrological Processes and Modeling, Pergamon, New York.
174. Richard, B. D., 1955. Flood Estimation and Control. Chapman & Hall Ltd., London, 187.
175. Rodriguez-Iturbe, I., Devoto, G., and Valdes, J. B., 1979. Discharge response analysis and hydrologic similarity: the interrelation between the geomorphologic IUH and the storm characteristics. Water Resour. Res., 15(6): 1435–1444.
176. Scanlan, B. R., 1994. Water and heat flux in desert soils: 1, Field studies. Water Resour. Res., 30, 709–719.
177. Seyhan, E., 1976. Regression of morphometrical variables with Synthetic Hydrograph parameters. Series B, No. 65, 18 p. Geographic Institute, Utrecht, The Netherlands.
178. Singh, S. K., 2000. Transmuting synthetic hydrographs into Gamma distribution. J. Hydrol. Eng., ASCE, Vol. 5, No. 4, 380–385.
179. Sirdaş, S. and Şen, Z., 2007. Determination of stream-channel infiltration due to flash floods in western Arabian Peninsula. Hydrol. Eng., ASCE, (in press).
180. Smith, K., 1992. Environmental Hazards Assessing Risk and Reducing Disaster. Routledge, London, 324 p.
181. Snyder, F. F., 1938. Synthetic unit hydrographs. Transactions American Geophysical Union 19: 447–454.
182. Strahler, A. N., 1958. Dimensional analysis applied to fluvially eroded landforms. Bull. Geol. Soc. Am., 69, 279–300.
183. Soil Conservation Service (SCS), 1971. National Engineering Handbook, Section 4: Hydrology. USDA: Springfield, VA.
184. Soil Conservation Service (SCS), 1986. Urban Hydrology for Small Watersheds, Technical Report 55. USDA: Springfield, VA.
185. Streeter, V.L., 1971. Fluid Mechanics, McGraw-Hill Book Co., New York, 5th ed. 705 p.
186. Şen, Z., 1983. Hydrology of Saudi Arabia. In Symposium on Water Resources in Saudi Arabia, Riyadh, A68–A94.
187. Şen, Z., 1996. Theoretical RQD-porosity-conductivity-aperture charts. International J. Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 33 (2): 173–177.
188. Şen, Z., 2007a. Modified hydrograph method for arid regions. Hydrol. Process. 21, (in print).
189. Şen, Z., 2007b. Hydrograph and unit hydrograph derivation in arid regions. Hydrol. Process., 21, 1006–1014.
190. Şen, Z., 2007c. Instantaneous runoff coefficient variation and flood estimation model. ASCE, Hydrol. Eng., (in print).
191. Şen, Z. and Al-Suba’i, K., 2002. Hydrologic considerations for dam siting in arid regions: a Saudi Arabian study, Hydrol. Sci. J., 47 (1), 1–19.
192. Şorman, A. U. and Abdulrazzak, M. J., 1993. Infiltration-recharge through wadi beds in arid regions, Hydrol. Sci. J., 38, 3, 173–186.
193. Taha, M., Harb S., Nagib, M., and Tantawy, A., 1981. The climate of the Near East. In World Survey of Climatology, vol. 9, Climates of Southern and Western Asia, Takahashi, K. and Arakawa, H. (Eds). Elsevier: New York, 183–255.
194. Taylor, A. B. and Schwarz, H. E., 1952. Unit hydrograph lag and peak flow related to basin characteristics, Trans. Am. Geophys. Union, 33, 235–346.
195. Titmarsh, G. W., 1989. Flood estimation for small agricultural catchments. Darling Downs Region, Queensland, Eng. thesis, University of New South Wales at Sydney, Australia.
196. Titmarsh, G. W., Cordery, I., and Pilgrim, D. H., 1995. Calibration procedures for rational and USSCS design flood methods. J. Hydraulic Eng., ASCE, 121(1): 61–70.
197. UNESCO, 2002. Hydrology of Wadi Systems. IHP Regional Network on Wadi Hydrology in the Arab Region. IHP-V, Technical Documents in Hydrology, No. 55, Paris, 39 p.
198. Wheater, H. S., 2002. Hydrological processes in arid and semi-arid areas. Int. Hydrol. Programme, Hydrology of Wadi Systems. IHP Regional Network on Wadi Hydrology in the Arab Region, Technical Documents in Hydrology, No. 55, UNESCO, Paris, pp. 5–22.
199. Wheater, H. S. and Brown, R. P. C., 1989. Limitations of design hydrographs in arid areas – an illustration from southwest Saudi Arabia. Proc. 2nd Natl. BHS Symp., 3.49–3.56.
200. Wheater, H. S., Jakeman, A. J., and Beven, K. J., 1993. Progress and directions in rainfall-runoff modeling. In: Modeling Change in Environmental Systems, Wiley, Chichester.
201. Williams, J. R. and Laseur, V., 1976. Water yield model using SCS curve numbers. J. Hydrol. Eng., ASCE,102(9): 1241–1253.
202. Wood, M. K. and Blackburn, W. H., 1984. An evaluation of the hydrologic soil groups as used in the SCS runoff method on rangelands. Water Resour. Bull., Vol. 20, No. 3, 379–389.
203. Yin, Z. Y. and Brooks, G. A., 1992. Evaporation in the Oketenokee Swamp watershed: a comparison of temperature and water balance methods. J. Hydrol., 131, 293–312.
204. Abdulrazzak, M. J., Şorman, A.U., Alhames, A.S., 1989. Water balance approaches under extreme arid conditions—a case study of Tabalah basin, Saudi Arabia, Hydrol. Proc., Vol. 3, 107–122.
205. Alehaideb, I., 1985. Precipitation Distribution in the Southwest of Saudi Arabia, Ph.D. thesis, Arizona State University, p. 215.
206. Al-Kabir, M., 1985. Recharge characteristics of groundwater aquifers in Jeddah-Makkah-Taif area, M.Sc. thesis, King Abdulaziz University, Jeddah, Saudi Arabia.
207. Allison, G. B., 1988. A review of some of the physical, chemical and isotopic techniques available for estimating groundwater recharge. In: Simmers, I. (Ed.), Estimation of Natural Groundwater Recharge. D. Reidel Publishing Co., Dardrecht. 49–72.
208. Allison, G. and Hughes, M., 1983. The use of natural tracers as indicators of soil-water movement in a temperate semi-arid region, J. Hydrol. 60, 157–173.
209. Al-Yamani, M.S., 2001. Isotopic composition of rainfall and groundwater recharge in the western province of Saudi Arabia, J. Arid Environ. 49, 751–760.
210. Al-Yamani, M. S. and Şen, Z., 1992. Regional variation of monthly rainfall amounts in the Kingdom of Saudi Arabia. J. King Abdulaziz University: Faculty of Earth Sciences, 6, 113–133.
211. Al-Sefry, S., Şen, Z., Al-Ghamdi, S. A., Al-Ashi, W., and Al-Baradi, W., 2004. Strategic ground water storage of Wadi Fatimah – Makkah region Saudi Arabia. Saudi Geological Survey, Hydrogeology Project Team, Final Report.
212. Andersen, N. J., Wheater, H. S., Timmis, A. J. H., and Gaongalelwe, D., 1998. Sustainable development of alluvial groundwater in sand rivers of Botswana. In Sustainability of Water Resources under Increasing Uncertainty, IAHS Pubn. No. 240, pp. 367–376.
213. Athavale, R. N. and Rangarajan, R., 1990. Natural recharge measurements in the hard rock regions of semi-arid India using tritium injection-a review. In: Lerner, D. N., Issar, A. S., and Simmers I., (Eds.) Groundwater Recharge: A Guide to Understanding and Estimating Natural Recharge. International Association of Hydrogeologists (IAH) Publication, International Contribution to Hydrogeology, Vol. 8, 235–256.
214. Ayers, R. S. and Wescot, D. W., 1976. Water Quality for Agriculture. Food and Agriculture Organization of the United Nations, Irrigation and Drainage Paper 29, Rome, Italy.
215. Basmaci, Y. and Al-Kabir, M., 1988. Groundwater recharge over Western Saudi Arabia, In Estimation of Natural Groundwater Recharge, Simmers, I. (Ed). D. Reidel Publishing Co., Dardrecht; 395–403.
216. Basmaci, Y. and Hussein, J. A. A., 1988. Groundwater recharge over Western Saudi Arabia, In: Estimation of Natural Groundwater Recharge, Simmers, I. (Ed.), D. Reidel Publishing Co., Dardrecht, 395–403.
217. Bazuhair, A. and Wood, W. W., 1996. Chloride-Mass-Balance method for estimating groundwater recharge in arid areas: example from western Saudi Arabia. J. Hydrol. 186: 153–159.
218. Bazuhair, A.S., Nassief, M. O., Al-Yamani, M. S., Sharaf, M. A., Bayumi, T. H., and Ali, S., 2002. Groundwater recharge estimation in some wadi aquifers of the western Saudi Arabia. King Abdulaziz City for Science and Technology; Project No. AT-17–63, Riyadh, Saudi Arabia, p. 389.
219. Bear, J., 1972. Dynamics of fluid in porous media. Elsevier Applied Science, New York.
220. Boulton, N. A., 1954. The drawdown of the water table under non-steady conditions near a pumped well in an unconfined formation. Proc. Inst. Civil Eng. Vol. 3, No. 3, London, England, 564–579.
221. BRGM, 1976. Hydrogeological investigation of Al-Wasia in the eastern province of Saudi Arabia. Regional study. Final Report, Ministry of Agriculture and Water, Riyadh, Saudi Arabia.
222. Butler, J. J., Jr., 1988. Pumping test in nonuniform aquifers: The radially symmetrical case, J. Hydrol., 101: 15–30.
223. Butler, J. J., Jr., 1990. The role of pumping tests in site characterization: Some theoretical considerations. Ground Water, 28(3): 394–402.
224. Butler, J. J., Jr. and Liu, W. Z., 1991. Pumping tests in nonuniform aquifers: The linear strip case. J. Hydrol., 128: 69–99.
225. Butler, J. J., Jr. and Liu, W. Z., 1993. Pumping tests in nonuniform aquifers: The radial asymmetric case. Water Resour. Res., 29(2): 259–269.
226. Caro, R. and Eagleson, P. S., 1981. Estimation of aquifer recharge due to rainfall, J. Hydrol., Vol. 53, 185–211.
227. Chow, V. T., 1964. Handbook of Applied Hydrology, McGraw-Hill Co., New York, pp. 11–38.
228. Clark, I. and Fritz, P., 1997. Environ. Isotopes Hydrogeol., CRC Press-Lewis Publishers, p. 328.
229. Cooper, H. H., Jr. and Jacob, C. E., 1946. A generalized graphical method for evaluating formation constants and summarizing well-field history, Eos Trans., AGU, 27(4): 526–534.
230. Craig, H., 1961. Isotopic variation in meteoric water. Science, 133: 1702–1703.
231. Dansgaard, W., 1964. Stable isotopes in precipitation: Tellus, Vol. 16: 436–467.
232. Davis, J. C., 2002. Statistics and Data Analysis in Geology. John Wiley & Sons, New York, p. 638.
233. Deardorff, J. W., 1977. A parameterization of ground-surface moisture content for use in atmospheric prediction models. J. Applied. Meteorol., 16, 1182–1185.
234. De Glee, G. J., 1930. Over Grondwaterstroomingen bij wateronttrekking door middel van Putten, Waltman, T. Jr., (Ed.), Delft.
235. Dincer, T., 1980. Use of environmental isotopes in arid zone hydrology. In: Arid Zone Hydrology, Investigation with Isotope Techniques. IAEA, Vienna, 6–9 Nov. 1978, 23–30.
236. Dincer, T., Al-Mugrin, A., and Zimmermann, U., 1974. Study of the infiltration of recharge through sand dunes in arid zones with special reference to stable isotopes in thermonuclear tritium. J. Hydrol., Vol. 23: 79–87.
237. Edmunds, W. M., Darling, W.G., and Kinniburgh, D. G., 1990. Solute profile techniques for recharge estimation in semi-arid and arid terrain. In: Lerner, D. N., Issar, A. S., and Simmers I., (Eds.), Groundwater Recharge: A Guide to Understanding and Estimating Natural Recharge. International Association of Hydrogeologists (IAH) Publication, International Contribution to Hydrogeology, Vol. 8: 257–270.
238. El-Khatib, A., 1980. Seven Green Spikes, Ministry of Agriculture and Water, Riyadh, Saudi Arabia, p. 362.
239. Eriksson, E. and Khunaksem, V., 1969. Chloride concentration in groundwater, recharge rate and rate of deposition of chloride in the Israel coastal plain, J. Hydrol., Vol. 7: 178–197.
240. Eriksson, E. 1976. The distribution of salinity in groundwater of the Delhi region and the recharge rates of groundwater. In Interpretation of Environmental Isotopes and Hydrochemical Data in Groundwater Hydrology, IAEA, Vienna, 171–177.
241. Fair, G. M., Geyer, C. J., and Okun, D.A., 1971. Elements of Water Supply and Waste Water disposal, 2nd ed. John Wiley & Sons, Inc., New York, p. 752.
242. Fetter, C. W., 1994. Applied Hydrogeology. 3rd ed., Merrill Publishing Company, Columbus, OH.
243. Flint, A. L., Flint, L. E., Kwicklis, E. M., Fabryka-Martin, J. T., and Bodvarsson, G. S., 2002. Estimation recharge at Yucca Mountain, Nevada, USA, comparison methods. Hydrogeol. J. 10:180–204.
244. Foster, S. S. D., 1988. Quantification of groundwater recharge in arid regions: a practical view for resource development and management. In: Simmers, I. (Ed.), Estimation of Natural Groundwater Recharge. D. Reidel Publishing Co. Dardrecht, 323–338.
245. Freeze, R. A. and Banner, J., 1970. The mechanism of natural groundwater recharge and discharge, 2. Laboratory column experiments and field measurements. Water Resour. Res. 6: 138–155.
246. Freeze, R. A. and Cherry, J. A., 1989. Groundwater. Prentice-Hall International, Inc., London, p. 605.
247. Fritz, P. and Fontes, J., Ch., 1980. Handbook of Environmental Isotope Geochemistry, Amsterdam, Elsevier Scientific Pub. Co., Vol. 1: p. 545.
248. Gat, J. R., 1987. Variability (in time) of isotopic composition of precipitation: Consequences regarding the isotopic composition of hydrologic systems. In: Isotopic Techniques in Water Resources Development, Rep. IAEA-SM-299, pp. 551–563, IAEA, Vienna.
249. Gee, G. W. and Hillel, D., 1988. Groundwater recharge in arid regions: review and critique of estimation methods. Hydrol. Process, 2: 255–266.
250. Ghurm, A. and Basmaci, Y., 1983. Hydrogeology of Wadi Wajj: In Seminar on Water Resources in the Kingdom of Saudi Arabia, 17–20 April, King Saud University, Riyadh, Saudi Arabia.
251. Gleick, P., 1993. Water in Crisis: A Guide to the World’s Fresh Water Resources. Oxford University Press, Oxford, England.
252. Grismer, M. E., Bachman, S., and Powers, T., 2000. A comparison of groundwater recharge estimation methods in semi-arid, coastal avocado and citrus orchard, Ventura County, California. Hydrol. Processes, 14: 2527–2543.
253. Hantush, M. S., 1956. Analysis of data from pumping test in leaky aquifers. Trans. Amer. Geophys. Union., 37, 702.
254. Hantush, M. S., 1959. Nonsteady flow to flowing wells in leaky aquifers. J. Geophys. Res., Vol. 64, 1043.
255. Harhash, I., 1980. Runoff rainfall and recharge evaluation in Qatar 1972–79. FAO, Rome, Tech. Note 7, Water Res. Agric. Devel. Project, Govt. Qatar, p. 84.
256. Harrington, G. A., Cook, P. G., and Herczeg, A. L., 2002. Spatial and temporal variability of groundwater recharge in central Australia: a tracer approach. Ground Water 40(5): 518–528.
257. Hellwig, D. H. R., 1973. Evaporation of water from sand: The loss of water into the atmosphere from a sandy river bed under arid climatic conditions. J. Hydrol., 18, 305–316.
258. Hem, J. D., 1970. Study and Interpretation of the Chemical Characteristics of Natural Water, 2nd Ed. U.S. Geological Survey Water Supply Paper 1473, U. S. Department of Interior, Washington, D.C., p. 363.
259. Herweijer, J. C. and Young, S. C., 1991. Use of detailed sedimentological information for the assessment of aquifer tests and tracer tests in a shallow fluvial aquifer, In Proc. 5th Annual Canadian/American Conf. Hydrogeol. Parameter Identification and Estimation for Aquifer and Reservoir Characterization, Natl. Water Well Assoc., Dublin, OH, pp. 101–115.
260. Houston, J., 1990. Rainfall-runoff-recharge relationships in the basement rocks of Zimbabwe. In: Lerner, D. N., Issar, A. S., and Simmers I., (Eds.) Groundwater Recharge: A Guide to Understanding and Estimating Natural Recharge. International Association of Hydrogeologists (IAH) Publication, International Contribution to Hydrogeology, Vol. 8: 271–283.
261. Jones, I. C., Banner, J. L., and Humphrey, J. D., 2000. Estimating recharge in a tropical Karst aquifer. Water Resour. Res., Vol. 36, No. 5: 1289–1299.
262. Kirk, S. T. and Campana, M. E., 1990. A deuterium-calibrated groundwater flow model of carbonate-alluvial system, J. Hydrol., Vol. 119: 357–388.
263. Kondoh, A. and Shimada, J., 1997. The origin of precipitation in Eastern Asia by deuterium excess, J. Japan Soc. Hydrol. Water Resour., 10 (6): 627–629.
264. Kruseman, G. P. and De Ridder, N. A., 1970. Analysis and Evaluation of Pumping Test Data. Int. Inst. For land reclamation and Improvement, Bull. 11, Wageningen.
265. Leguy, C., Rindsberger, M., Zangwil, A., Issar, A., and Gat, J. R., 1983. The relation between the oxygen-18 and deuterium contents of rainwater in the Negev Desert and air mass trajectories. Isotope Geosciences, 1: 205–218.
266. Lerner, D., 1990. Techniques: precipitation recharge. In: Lerner, D. N., Issar, A. S., and Simmers I., (Eds.) Groundwater Recharge: A Guide to Understanding and Estimating Natural Recharge. International Association of Hydrogeologists (IAH) Publication, International Contribution to Hydrogeology, Vol. 8: 11–147.
267. Linsley, J. K., Kohler, M. A., and Paulhus, J. L., 1975. Hydrology for Engineers, McGraw-Hill Co., New York, p. 482.
268. Lloyd, J. W., 1986. A review of aridity and groundwater. Hydrol. Process, 1: 63–78.
269. Lyles, B. F. and Hess, J. W., 1988. Isotope and iron geochemistry in the vicinity of the Las Vegas Valley shear zone, University of Nevada, Desert Research Institute Publication 41111, p. 78.
270. Meier, P. M., Carrera, J., and Sanchez-Vila, X., 1998. An evaluation of Jacob’s method for the interpretation of pumping tests in heterogeneous formations. Water Resour. Res., Vol. 34, No. 5, 1011–1025.
271. Munich, K. O., 1968a. Moisture movement measured by isotope tagging, Guidebook on nuclear techniques in Hydrology, IAEA, Vienna, 112–117.
272. Munich, K. O., 1968b. Use of nuclear techniques for the determination of groundwater recharge rates, Guidebook on Nuclear Techniques in Hydrology, IAEA, Vienna, 191–197.
273. Musgrove, M. and Banner, J. L., 1993. Regional ground-water mixing and the origin of saline fluids: Mid-continent, United States, Science, p. 259.
274. Neuman, S. P. and Witherspoon, P. A., 1968. Theory of flow in aquicludes adjacent to slightly leaky aquifers. Water Resour. Res., 4(1): 103.
275. Neuman, S. P. and Witherspoon, P. A., 1969a. Transient flow of groundwater to wells in multiple-aquifer systems, Geotechnical Engineering Report, University of California, Berkeley.
276. Neuman, S. P. and Witherspoon, P. A., 1969b. Theory of flow in a two aquifer system. Water Resour. Res., 5(4): 817.
277. Neuman, S. P. and Witherspoon, P. A., 1972. Field determination of the hydraulic properties of leaky multiple aquifer systems. Water Resour. Res., 8: 1284–1298.
278. Noory, M., 1983. Water and the Progress of Development in the Kingdom of Saudi Arabia (in Arabic), Jeddah, Saudi Arabia, Tihama Publisher, p. 302.
279. Piper, A. M., 1953. A graphical procedure in the geochemical interpretation of water analysis. USGS Groundwater Note, 12.
280. Rehm, B. W., Moran, S. R., and Greenwood, G. H., 1982. Natural groundwater recharge in an upland area of central North Dakota, U.S. J. Hydrol. 59, 293–314.
281. Rozanski, K, Araguias, L., and Gonfiantini, R., 1993. Isotopic pattern in modern global precipitation. In: Climate Change in Continental Isotopic Record, Geophysical Monograph 78, Swart, P. K., Lohman, K. C., McKenzie, J., and Savin, S., (Ed.), American Geophysical Union, Washington, D.C., 1–36.
282. RSMC, Red Sea Mining Company, 1986. Hydrogeological Investigations Makkah Project, Compiled Report, Wadi Ibrahim.
283. Rushton, K. R., 1988. Numerical and conceptual models for recharge estimation in arid and semi-arid zones: In: Simmers, I. (Ed.), Estimation of Natural Groundwater Recharge, D. Reidel Publishing Co., Dardrecht, 223–238.
284. Rushton, K. R., 1990. Recharge in the Mehsana alluvial aquifer, India. In: Lerner, D. N., Issar, A. S., and Simmers I., (Eds.) Groundwater Recharge: A Guide to Understanding and Estimating Natural Recharge. International Association of Hydrogeologists (IAH) Publication, International Contribution to Hydrogeology, Vol. 8: 297–312.
285. Russo, S. L., Zavattaro, L., Acuits, M., and Zuppi, G. M., 2003. Chloride profile technique to estimate water movement through unsaturated zone in a cropped area in sub-humid climate, Po Valley, NW Italy, J. Hydrol. 270: 65–74.
286. Sakthivadivel, R., Nihal, F., and Jeffrey, B., 1997. Rehabilitation Planning for Small Tanks in Cascades: A Methodology Based on Rapid Assessment. IWMI Research Report 13. Colombo, Sri Lanka, International Water Management Institute.
287. Salih, A. M. and Şendil, U., 1984. Evapotranspiration under extremely arid climates. J. Irrigation and Drainage Eng., Vol. 110, No. 3, pp. 289–303.
288. Sanchez-Vila, X., Meier, P. M., and Carrera, J., 1999. Pumping test in heterogeneous aquifers: An analytical study of what can be obtained from their interpretation using Jacob’s method, Water Resour. Res., Vol. 35, No. 4, 943–952.
289. Scanlon, B. R., Healy, R. W., and Cook, P. G., 2002. Choosing appropriate techniques for quantifying groundwater recharge, Hydrogeol. J., 10: 18–39.
290. Schad, H. and Teutsch, G., 1994. Effects of investigation scale on pumping test results in heterogeneous porous aquifers, J. Hydrol., 159: 61–77.
291. Scholl, M. A., Ingebritsen, S. E., Janik, C. J., and Kauahikaua, J. P., 1996. Use of precipitation and groundwater isotopes to interpret regional hydrology on a tropical volcanic island, Kilaue volcano area, Hawaii, Water Resour. Res., 32(12), 3525–3537.
292. Simmers, I., Hendricks, J. M. H., Kruseman, G. P., and Rushton, K. R., 1997. Recharge of phreatic aquifers in semi-arid regions, IAH Inrl. Contrbsn. Hydrogeol., 19.
293. S.M.M.P., 1975. Riyadh Additional Water Resources Study Report, Ministry of Agriculture and Water, Riyadh, Saudi Arabia.
294. Sogreah, 1968. Water and Agricultural Development Survey for Area IV, Final Report, Ministry of Agriculture and Water, Riyadh, Saudi Arabia.
295. Sorey, M. L. and Matlock, W. G., 1969. Evaporation from an ephemeral streambed, J. Hydraul. Div. Am. Soc. Civ. Eng., 95, 423–438.
296. Stone, W. J., 1984. Preliminary estimates of the Ogallala aquifer recharge using chloride in the unsaturated zone, Curry country, New Mexico, In: George A. Whetstone (Ed.), Proc. Ogallala Aquifer Symposium II, Water Resources Center, Texas Tech. Univ., Lubbock, p. 593.
297. Streltsova, T. D., 1988. Well Testing in Heterogeneous Formations, John Wiley, New York, p. 413.
298. Subyani, A. M. and Bayumi, T. H., 2001. Evaluation of groundwater resources in wadi Yalamlam basin, Makkah area. King Abdulaziz University, Project No. 203/420, Jeddah, Saudi Arabia.
299. Subyani, A. M., 2005. Hydrochemical identification and salinity problem of ground-water in Wadi Yalamlam basin, Western Saudi Arabia, J. Arid Environments, 60: 53–66.
300. Subyani, A. M. and Şen, Z., 1991. Study of recharge outcrop relationship of the Wasia Aquifer in central Saudi Arabia. King. Abdulaziz Univ., Earth Sci., Vol. 4, p. 137–147.
301. Subyani, A. M. and Şen, Z., 2006. Refined chloride mass-balance method and its application in Saudi Arabia, Hydrol. Process, 20, 4373–4380.
302. Şen, Z., 1983. Hydrology of Saudi Arabia, water resources in the Kingdom of Saudi Arabia, management, treatment and utilization. Vol. 1, College of Eng., King Saud University, Riyadh, A68–A94.
303. Şen, Z. 1985. Volumetric approach to type curves in leaky aquifers, J. Hydraulic Eng.-ASCE 111 (3): 467–484.
304. Şen, Z., 1986a. Discharge calculation from early drawdown data in large-diameter wells, J. Hydrol. 83 (1–2): 45–48.
305. Şen, Z., 1986b. Determination of aquifer parameters by the slope matching method, Ground Water, Vol. 24, No. 2, pp. 217–223.
306. Şen, Z., 1989. Volumetric approach to multiaquifer and horizontal fracture wells, J. Hydraulic Eng.-ASCE 115 (12): 1646–1666.
307. Şen, Z., 1990. Nonlinear radial flow in confined aquifers toward large-diameter wells, Water Resources Research, 26 (5): 1103–1109.
308. Şen, Z., 1995. Applied Hydrogeology For Scientists and Engineers, CRC Press, Inc., Boca Raton, FL, p. 444.
309. Şen, Z., 1996. A graphical method for storage coefficient determination from quasi steady state flow data. Nordic Hydrol., 27 (4): 247–254.
310. Şen, Z., 2000. Non-Darcian groundwater flow in leaky aquifers. Hydrol. Sci. J., 54(4), 1–14.
311. Şen, Z., Saud, A. A., Altunkaynak, A., and Özger, M., 2003. Increasing water supply by mixing of fresh and saline ground waters, J. Am. Water Resour. Assoc., Vol. 39, No. 5., 1209–1215.
312. Şen, Z., 2007. Groundwater flow from fractured layer to porous-media blind variable large diameter well. ASCE, Hydraul. Eng. Div., (in print).
313. Şen, Z. and Dakheel, A. 1985. Hydrochemical Facies Evaluation in Umm Er Radhuma Limestone Eastern Saudi Arabia. Ground Water 24(5): 626–635.
314. Şen, Z. and Wagdani, A, 2007. Aquifer heterogeneity determination through slope method. Hydrol. Process., (in print).
315. Şorman, A. U. and Abdulrazzak, M. J., 1993. Infiltration — recharge through wadi beds in arid regions, Hydrol. Sci. J., 38, 3, 173–186.
316. Theim, G., 1906. Hydrologische Methoden, Gebhart, J.M., Leipzig, p. 56.
317. Theis, C. V., 1935. The relationship between the lowering of piezometric surface and the rate and duration of discharge of a well using ground water storage, Trans. Am. Geophys. Union, Vol. 16, pp. 519–529.
318. Thomas, J. M., Wolch, A. H., and Dettinger, M. D., 1996. Geochemistry and Isotope hydrology of representative aquifers in the great basin region of Nevada, Utah, and adjacent states, U. S. Geological Survey Professional Paper 1409–C, p. 100.
319. Ting, C. S., Kerh, T., and Liao, C. J., 1998. Estimation of groundwater recharge using the chloride mass-balance method, Pingtung Plain, Taiwan. Hydrogeol. J. 6: 282–292.
320. Wilcox, L. V., 1955. Classification and Use of Irrigation Waters, U. S. Dept. Agric. Circ. 969, Washington, D.C., p. 19.
321. Witherspoon, P. A., Javandel, I., and Neuman, S. P., 1968. Use of the finite element method in solving transient flow problems in aquifer systems, In The Use Of Analog and Digital Computers in Hydrology, AIHS Publication 81, 2:687.
322. Wood, W. W. and Sanford, W. E., 1995. Chemical and isotopic methods for quantifying groundwater recharge in a regional, semiarid environment, Groundwater, Vol. 33, No. 3, 458–468.
323. Yurtsever, Y., 1975. Worldwide survey of stable isotopes in precipitation. Rep. Sect. Isotope Hydrol, IAEA, November 1975, p. 40.
324. Yurtsever, Y. and Gat, J. R., 1981. In: Stable Isotope Hydrol. (Eds.) Gat, J. R. and Gonfiantini, R. (IAEA Tech Rep Ser 210) 103–142.
325. Zimmerman, U., Munninch, K. O., and Roether, W., 1967. Downward movement of soil moisture traced by hydrogen isotopes, Geophy. Monograph 11, American Geophysical Union, Washington, 28–36.
326. Aitcheson, J. and Brown, J. A. C., 1957. The Log-Normal distribution with Special Reference to Its Uses in Economics. Cambridge University Press, p. 176.
327. Al-Hajeri, F.Y., 1977. Groundwater studies of wadi Qudaid. Institute of Applied Geology, King Abdulaziz University, Research Series, No. 2, p. 222.
328. Balkhair, K. S., 2002. Outranking strategic groundwater basins in western Saudi Arabia using multi-criterion decision making techniques. In Groundwater Hydrology, Sherif, Sing, and Al-Rashed (Eds.), Swets and Zeitlinger, Lisse, pp. 325–342.
329. Davis, S. N., 1969. Porosity and permeability of natural materials. In Flow Through Porous Media. De Weist, R. J. H. (Ed.) Academic Press, New York: 54–89.
330. Davis, G., 1982. Prospect risk analysis applied to groundwater reservoir evaluation. Ground Water, Vol. 20: 657–662.
331. Delhomme, J. P., 1978. Kriging in the hydrosciences. Adv. Water Resour. Res., Vol.1: 251–266.
332. Gheorghe, A., 1978. Processing and Synthesis of Hydrogeological Data. Abacus Press, Kent, p. 390.
333. Holting, B., 1980. Hydrogeologie. Einfuhrung in die Allgemeine und Angewandte Hydrogeologie.
334. Huisman, L., 1972. Groundwater Recovery. Winchester Press, New York.
335. Journel, A. G., 1985. The deterministic side of geostatistics. J. Int. Math. Geol., Vol. 7: 1–15.
336. Koch, G. S. and Link, R. F., 1971. Statistical analysis of geological data. Dover Publications, New York, Vol. 1, p. 375.
337. Krumbein, W. C. and Graybill, F. A., 1965. An Introduction to Statistical Models in Geology. McGraw-Hill Book Co., New York, p. 475.
338. Langelier, W. F., 1936. The Analytical Control of Anti-corrosion Water Treatment. J. Am. Water Works Assoc. 28, p. 1500.
339. Margat, J. and Saad, K. F., 1983. Concepts for the utilization of non-renewable groundwater resources in regional development. Natural Resources Forum. Vol. 7, 4; U.N., New York.
340. Meinzer, O. E., 1920. Quantitative methods of estimating groundwater supplies. Bull. Geological Society of America. 31: 329–338.
341. Papadopulos, I. S. and Cooper, H. H., 1967. Drawdown in a well of large diameter. Water Resour. Res., Vol. 3, pp. 241–244.
342. Salas, J. D., Delleur, J. W., Yevjevich, V. and Lane, W. L., 1985. Applied Modeling of Hydrologic Time Series. Water Resources Publications, p. 484.
343. Schultz, E. F., 1973. Problems in Applied Hydrology. Water Resources Publications, Colorado State University, p. 510.
344. Seabear, P. R. and Hollyday, E. F., 1966. Statistical analysis of regional aquifers. Am. Geophys. Union Meeting, San Francisco.
345. Sichard, W., 1927. Das Fassungsvermogen von Bohrbrunnen und seine Bedeutung fur die grundwassesabsenkung inbesondere fur grossere Absenktiefen. Diss. Technische Hochshule, Berlin.
346. Şen, Z., 1978. Risk and reliability analysis in hydrologic design. Int. Sym. on Risk and Reliability in Water Resources, University of Waterloo, Vol. 2: 364–375.
347. Şen, Z., 1986. Determination of aquifer parameters by the slope matching method. Ground Water, Vol. 24: 217–223.
348. Şen, Z., 1995. Applied Hydrogeology for Scientists and Engineers. CRC, Lewis Publishers, Boca Raston, p. 444.
349. Şen, Z., 1999. Simple probabilistic and statistical risk calculations in an aquifer. Ground Water, Vol. 37, No. 5, 748–754.
350. Şen, Z. and Dakheel, A., 1985. Hydrochemical facies evaluation in Umm Er Radhuma limestone eastern Saudi Arabia. Ground Water, 24(5): 626–635.
351. Şen, Z., Saud, A., Altunkaynak, A., and Özger, M., 2005. Increasing water supply by mixing of fresh and saline ground waters. J. Am. Water Resour. Assoc.
352. Şen, Z. and Somayien, M. S., 1991. Some simple management criteria for confined aquifer in Tabuk Region, Saudi Arabia. Water Resour. Manag., Vol. 5, 161–17.
353. Theim, G., 1906. Hydrologische Methoden, Gebhart, J. M., Leipzig, 56.
354. Todd, D. K. (1976). Ground Water Hydrology. (2nd ed.). John Wiley & Sons Inc., New York.
355. Way, J. H., 1968. Bed thickness analysis of some carboniferous fluvial sedimentary rocks near Joggin, Nova Scotia. J. Sedimentary Petrology, Vol. 83: 424–435.
356. Wilcox, L. V., 1955. Classification and Use of Irrigation Waters. U.S. Dept. Agric. Circ. 969, Washington, D.C., p. 19.
357. Al-Khafif, S. M., 1986. Sedimentation control of wadi Jizan reservoir. UTEN/SAU/013/SAU field document, No. 22 FAO, Rome, p. 58.
358. Al-Suba’i, K. A. M. G., 1991. Erosion-sedimentation and seismic considerations for dam siting in the central Tihamat Asir region. Unpublished Ph.D. Thesis, King Abdulaziz University, Faculty of Earth Sciences, Kingdom of Saudi Arabia, p. 343.
359. Anderson, H. W., 1951. Physical characteristics of soils related to erosion. J. Soil Water Conserv. Vol. 6, 129–133.
360. Andre, J. E. and Anderson, H. W., 1961. Variation of soil erodibility with geology, geographic zone, elevation and vegetation type in northern California wild lands. J. Geophys. Res., Vol. 66, 3351–3358.
361. Backer, H. A., 1976. Dimensionless Parameters: Theory and Methodology. Applied Sciences, London, p. 128.
362. Bogardi, J. L., 1974. Sediment Transport in Alluvial Streams. Akademiai Kiado, Budapest, p. 82.
363. Brown, E. T., 1981. Rock Characterization: Testing and Monitoring, ISRM Suggested Methods, Pergamon Press, Oxford, 2110.
364. Bull, L. J. and Kirby, M. J., 2000. Dryland Rivers: Hydrology and Geomorphology of Semiarid Channels.
365. Campbell, I. A., 1977. Stream discharge, suspended sediment and erosion rates in the Red Deer river basin, Alberta, Canada. Proc. Erosion and Solid Matter Transport in Inland Waters Symp. Paris, July 1977, IAHS-AISH Publ. No. 122.
366. Cooke, R. V. and Doornkamp, J. C., 1974. Geomorphology in Environmental Management: An Introduction. Clarendon Press, Oxford, p. 413.
367. Douglass, I., 1967. Man, vegetation and sediment yield of rivers. Nature, Vol. 215, 925–928.
368. Einstein, H. A., 1968. Deposition and suspended particles in a gravel bed. ASCE, J. Hydraul. Div., Vol. 94, 1197–1205.
369. Foster, G. R. and Meyer, L. D., 1985. Mathematical simulation of upland erosion by fundamental erosion mechanics in present and perspective technology for predicting sediment yields and sources. USDA Agr. Res. Ser. Publ., ARS-S-40, 190–207.
370. Graf, W. H., 1971. Hydraulics of Sediment Transport. McGraw-Hill, New York, p. 544.
371. Herbertson, J. G., 1969. A critical review of conventional bed load formulae. J. Hyd., Vol. 8, 1–26.
372. Hadley, R. F., 1986. Fluvial transport of sediment in arid and semi-arid regions. Proc. Int. Symp. on Erosion and Sedimentation in Arab Countries. Iraqi J. Water Res., Vol. 5, 335–348.
373. Hubbert, M., 1937. Theory of scale models as applied to the study of geological structures. Geol. Soc. Am. Bull., Vol. 48, 1459–1520.
374. Horton, R. E., 1945. Erosional development of stream and their drainage basins: Hydrophysical applications of quantitative morphology. Bull. Geol. Soc. Am., Vol. 56, 275–370.
375. Hudson, N. W., 1981. Soil Conservation. Bratsford Ltd., London.
376. Jansson, M. B., 1982. Land erosion by water in different climates. Uppsala Univ., Dept. Phys. Geography, INGI Rapport, 57, p. 151.
377. Kirby, M. J., 1969. Infiltration, throughflow and overland flow, and erosion by water on hillslopes. In Chorley, R. J. (Ed.). Water, Earth and Man. Methuen, London, 215–238.
378. Lal, R., 1976. Soil erosion on alfisols in western Nigeria, III effects of rainfall characteristics. Geoderma, Vol. 16(5), 389–401.
379. Lal, R., 1985. Soil erosion and sediment transport research in tropical Africa. Hydrol. Sci. J., Vol. 30, 239–256.
380. Langbein, W. B. and Schumm, S. A., 1958. Yield of sediment in relation to mean annual precipitation. Trans. Am. Geophy. Uni., Vol. 39, 1076–1084.
381. Maidment, D. R., 1993. Handbook of Hydrology. McGraw-Hill Book, 12.1–12.61.
382. Meyer, L. D. and Monke E. J., 1965. Mechanics of soil erosion by rainfall and overland flow. Trans. Am. Soc. Agr. Eng., Vol. 8, 572–577.
383. Middleton, H. E., 1930. Properties of soils which influence soil erosion. U.S. Dep. Agr. Tech. Bull., 178, 1–16.
384. Morgan, R. P. C., 1986. Soil Erosion and Conservation. Longman, Essex, p. 298.
385. Morris, H. M. and Wiggert, J. M., 1972. Applied Hydraulics in Engineering. 2nd. ed. Ronald Press Comp., New York, p. 629.
386. Neff, K. L., 1967. Discharge compared to long-term sediment yield. Proc. Cern Symp., IAHS-AISH Publ., No. 75.
387. Onstad, C. A., 1986. Current techniques for modeling and predicting erosion and sediment yield. Proc. Int. Symp. on Ero. and Sed. in Arab Countries, Iraqi J. Water Res. Vol. 5, 530–550.
388. Osborn, H. B. and Lane, L., 1969. Precipitation-runoff relations for very small semi-arid range-land watersheds. Wat. Resour. Res., Vol. 5, 419–425.
389. Pearce, A. J., 1986. Geomorphic effectiveness of erosion and sedimentation events. Proc. Int. Symp. Ero. Sed. in Arab Countries, Iraqi J. Water Res., Vol. 5, 551–569.
390. Roose, E., 1977. Importance relative l’erosion du drainage oblique et vertical dans la pedogenese actuelle d’un sol ferrallitique de moyenne C’ote d’Ivoire Cah. OSTROM, Ser. Pedol 8, 469–482.
391. Ramberg, H., 1967. Gravity, Deformation and Earth’s Crust. Academic Press.
392. Saudiconsult, 1987. Sedimentation control project for Jizan dam reservoir. Draft feasibility report. Saudi Arabian Minist. Agric. Wat., Unpublished Report.
393. Scott, K. M. and Williams, R. P., 1978. Erosion and sediment yields in the transverse ranges. Southern California. USGS Prof. Paper 1030, p. 38.
394. Shen, H. W., (Ed.). 1971. River mechanics, Vol. 1-2, Colorado State University, Fort Collins, Colorado.
395. Schick, A. P. and Sharon, D., 1974. Geomorphology and climatology of arid watersheds. Mimeogr. Rep. Dept. Geogr. Hebrew Univ., Jerusalem.
396. Simons, D. B. and Şentürk, F., 1977. Sediment Transport Technology. Water Resources Publication, Colorado State University, Fort Collins, Colorado, p. 807.
397. Staicu, G. I., 1982. Restricted and General Dimensional Analysis: Treatment of Experimental Data. Abacus Press, Kent, p. 303.
398. Strahler, A. N., 1958. Dimensional analysis applied to fluvially eroded landforms. Bull. Geol. Soc. Am., Vol. 69, 279–300.
399. Stoppato, M. C. and Bini, A., 2003. Deserts. A Firefly Book.
400. Şen, Z. and Al-Suba’i, K., 2002. Hydrologic considerations for dam siting in arid regions: A Saudi Arabian study. Hydrol. Sci. J., 47 (1), 1–19.
401. Thompson, D. W., 1959. On Growth of Form. Vol. I and II, Cambridge University Press.
402. Throne, C. R., Bathurst, J. C., and Hey, H. D., 1987. Sediment transport in gravel-bed rivers. John Wiley & Sons, p. 995.
403. Vanoni, V. A., (Ed.), 1975. Sediment Engineering, ASCE, New York, p. 745.
404. Walling, D. E., 1986. Sediment yields and sediment delivery dynamics in Arab Countries. Proc. Int. Symp. on Erosion and Sedimentation in Arab Countries. Iraqi J. Water Res., Vol. 5, 775–799.
405. Walling, D. E. and Webb, B. W., 1986. Solute transport by rivers in arid environments: An overview. Proc. Int. Symp. on Erosion and Sedimentation in Arab Countries. Iraqi J. Water Res., Vol. 5, 800–822.
406. Walling, D. E., 1977. Limitations of the rating curve technique for estimating suspended sediment loads with particular reference to British rivers. Proc. Paris Symp.
407. Willis, J. C., 1971. Erosion by concentrated flow. ARS41–179.
408. Wischmeier, W. H. and Smith D. B., 1978. Predicting rainfall erosion losses. U.S. Department of Agriculture Handbook No. 537, p. 58.
409. Yalin, M. S., 1972. Mechanics of Sediment Transport. Pergamon Press, Oxford, p. 290.