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Abstract

The young science ‘hydrology’ reached mathematical analysis for many hydrological principles and involvements of sophisticated instruments and computer techniques. Rainwater harvesting is solely dependent on the ‘hydrological cycle.’ This chapter describes the conventional measurement and computation of precipitation, infiltration, surface runoff, and groundwater movement.

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References

  • Chin DA (2000) Water-resources engineering. Prentice-Hall Inc., Upper Saddle River, New Jersey.

    Google Scholar 

  • Chow VT (2009) Open-channel hydraulics. The Blackburn Press, Caldwell, N.J.

    Google Scholar 

  • Chow VT, Maidment DR, Mays LW (2013) Applied hydrology. McGraw-Hill Professional; McGraw-Hill [distributor], New York; London.

    Google Scholar 

  • Critchley W, Siegert K (2013) Water harvesting: a manual for the design and construction of water harvesting schemes for plant production. Scientific Publishers, Jaipur (India).

    Google Scholar 

  • Darcy H (1856) Les Fontaines Publiques de la Ville de Dijon [The public fountains of the city of Dijon]. Dalmont, Paris.

    Google Scholar 

  • DPI, IMEA and BCC (1992) Queensland Urban Drainage Manual (QUDM), prepared by Neville Jones & Associates and Australian Water Engineering for DPI, IMEA & BCC, Brisbane.

    Google Scholar 

  • Dupuit J (1863) Études Théoriques et Pratiques sur le Mouvement des Eaux dans les Canaux Découverts et a Travers les Terrains Perméables (Theoretical and practical studies on water movement in open channels and across permeable terrains), deuxième édition, Dunod, Paris, pp 229–293.

    Google Scholar 

  • Fetter CW (2001) Applied hydrogeology. Pearson Education, Upper Saddle River, NJ.

    Google Scholar 

  • Green WH, Ampt GA (1911) Studies on soil physics, Part 1, The flow of air and water through soils. J Agric Sci 4:11–24.

    Google Scholar 

  • Guisasola A et al (2011) Roof selection for rainwater harvesting: quantity and quality assessments in Spain, 5. https://doi.org/10.1016/j.watres.2011.03.036

  • Hillel D (1998) Environmental soil physics. Academic Press Inc, New York, USA. https://www.elsevier.com/books/environmental-soil-physics/hillel/978-0-12-348525-0

  • Hillel D (2013) Introduction to soil physics. Academic Press.

    Google Scholar 

  • Horton RE (1939) Analysis of runoff plot experiments with varying infiltration capacity. Trans Am Geophys. Union, Part IV.

    Google Scholar 

  • Horton RE (1940) An approach towards a physical interpretation of infiltration capacity. Soil Sci Soc Am 5.

    Google Scholar 

  • Johnson AI (1963) A field-method for measurement of infiltration. U.S. Gov. Print. Off, Washington, DC.

    Google Scholar 

  • Johnson JH, James H (1971) Urban geology—an introductory analysis. Pergamon Press, Oxford.

    Google Scholar 

  • Kale N et al (2019) 2019 water year report. Summary report and analysis for water year 2019: including atmospheric, streamflow, groundwater and lake level data – Thurston county water planning.

    Google Scholar 

  • Kostiakov NA (1932) On the dynamics of the coefficient of water-percolation in soils and on the necessity of studying it from a dynamic point of view for purposes of amelioration. In: Transactions on 6th congress international soil science, Russian Part A, pp 17–21. http://ci.nii.ac.jp/naid/10011005232/en/. Accessed 9 April 2021.

  • Leopold LB (1968) Hydrology for urban land planning—a guide on the hydrologic effects of urban land use, U S geological survey Circ. 554, 18 pp.

    Google Scholar 

  • Lewis MR (1937) The rate of infiltration of water in irrigation-practice. Eos Trans Am Geophys Union (Wiley) 18(2):361–368. https://doi.org/10.1029/TR018i002p00361

  • Linsley RK et al (1992) Water resources engineering. McGraw-Hill, New York.

    Google Scholar 

  • Lull HW (1959) Soil compaction on forest and range lands. Forest Service, U.S. Dept. of Agriculture, Washington, DC.

    Google Scholar 

  • Niemczynowicz J (1999) Urban hydrology and water management—present and future challenges. Urban Water 1(1):1–14. https://doi.org/10.1016/S1462-0758(99)00009-6

    Article  Google Scholar 

  • NRCS (1972) National engineering handbook, Section 4, Hydrology. U.S. Department of Agriculture, Washington, DC.

    Google Scholar 

  • Philip JR (1957) The theory of infiltration: 1. The infiltration equation and its solution. Soil Sci 83:345–357.

    Google Scholar 

  • Philip JR (1969) Theory of infiltration. In: Chow WT (ed) Advances in hydroscience. Elsevier, pp 215–296. https://doi.org/10.1016/B978-1-4831-9936-8.50010-6

  • Reed D (1999) Flood estimation handbook, volume 1: Overview. Institute of Hydrology, Wallingford.

    Google Scholar 

  • Shaw EM et al (2011) Hydrology in practice, 4th edn.

    Google Scholar 

  • Sherman CW (1931) Frequency and intensity of excessive rainfalls at Boston, Massachusetts. Trans Am Soc Civ Eng Am Soc Civil Eng 95(1):951–960. https://doi.org/10.1061/TACEAT.0004286

    Article  Google Scholar 

  • Todd DK (1980) Groundwater hydrology. Wiley, New York.

    Google Scholar 

  • USDA (1957) Rainfall intensity-frequency regime. Technical Paper No. 29.

    Google Scholar 

  • USDA (1961) Rainfall frequency atlas of the United States for durations from 30 minutes to 24 hours and return periods from 1 to 100 years. Technical Paper No. 40.

    Google Scholar 

  • USDA-SCS (1972) National engineering handbook, hydrology Section 4. USDA, Washington, DC.

    Google Scholar 

  • USEPA (2007) Better assessment science integrating point and nonpoint sources. Modeling Framework. National Exposure Research Laboratory, RTP, North Carolina.

    Google Scholar 

  • WHO (2020) Water sanitation health. https://www.who.int

  • Wilson EM (1983) Engineering hydrology (Macmillan civil engineering hydraulics), 4th edn. Palgrave Macmillan. ISBN-10: 0333517172.

    Google Scholar 

  • Wisler CO, Brater EF (1959) Hydrology. Chapman & Hall, Wiley.

    Google Scholar 

  • WMO (1986) Manual for estimation of probable maximum precipitation, 2nd edn. Operational Hydrology Report No. 1, WMO—No. 332, Geneva.

    Google Scholar 

  • Zekâi S (1989) Nonlinear flow toward wells. J Hydraul Eng Am Soc Civil Eng 115(2):193–209. https://doi.org/10.1061/(ASCE)0733-9429(1989)115:2(193)

    Article  Google Scholar 

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Correspondence to Aysha Akter .

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Akter, A. (2022). Hydrological Aspects. In: Rainwater Harvesting—Building a Water Smart City. Springer Water. Springer, Cham. https://doi.org/10.1007/978-3-030-94643-2_2

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