Technical Papers
Nov 8, 2021

A Unified Framework for Governing Equations of Hydrologic Flows

Publication: Journal of Hydrologic Engineering
Volume 27, Issue 1

Abstract

Laws of conservation of mass, momentum, and energy lead, respectively, to the equations of continuity, momentum, and energy, which are used to mathematically represent hydrologic flow systems as well as analogous systems (physical or nonphysical). For solving a range of problems, the momentum and energy equations are often either simplified or replaced by what are called flux or constitutive laws (linear or nonlinear). When a flux law is coupled with the continuity equation, the resulting equation can be called a governing equation. Depending on the type of flux law and the problem at hand, numerous governing equations exist, but have not been brought under a single framework yet. In this paper, we (1) illustrate a unified framework from which 26 governing equations are derived, each of which is a differential equation common in physics, such as Euler, diffusion, Laplace, Poisson, Boussinesq, Riccati, or others, encompassing partial differential equations (PDEs) of all three types, namely parabolic, hyperbolic, and elliptic; (2) derive 12 hydrologic problems from our unified framework, namely overland flow, surface runoff, snowmelt runoff, glacial movement, flow routing, infiltration, unsaturated flow, subsurface flow, groundwater flow, groundwater recharge, pollutant transport, and sediment transport; (3) show how this framework also applies to two nonhydrologic analogous problems describing a physical system (traffic flow on long highways) and a nonphysical one (flood frequency analysis in statistical hydrology); and (4) conclude with a strategy for analytical treatment of the error history in continuous time or space in an approximate model. Taken together, the unified framework helps establish a connection between numerous seemingly disparate flow problems that can aid in engineering education, research, and design.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

No data, models, or code were generated or used during the study.

References

Bar-Sinai, Y., S. Hoyer, J. Hickey, and M. P. Brenner. 2019. “Learning data driven discretizations for partial differential equations.” Proc. Natl. Acad. Sci. 116 (31): 15344–15349. https://doi.org/10.1073/pnas.1814058116.
Burgers, J. M. 1948. “A mathematical model illustrating the theory of turbulence.” Adv. Appl. Mech. 1 (1): 71–99. https://doi.org/10.1016/S0065-2156(08)70100-5.
Chow, V. T., and V. C. Kulandaiswamy. 1971. “General hydrologic system model.” J. Hydraul. Div. 97 (6): 791–804.
Clark, M. P., et al. 2015. “A unified approach for process-based hydrologic modeling: 1. Modeling concept.” Water Resour. Res. 51 (4): 2498–2514. https://doi.org/10.1002/2015WR017198.
Colbeck, S. C. 1974. “Water flow through snow overlying an impermeable boundary.” Water Resour. Res. 10 (1): 119–123. https://doi.org/10.1029/WR010i001p00119.
DeCaria, A. J., and G. E. V. Van Knowe. 2014. A first course in atmospheric numerical modeling. Madison, WI: Sundog Publishing.
Dooge, J. C. I. 1960. The routing of groundwater recharge through typical elements of linear storage. International Association of Scientific Hydrology Publication No. 52. Helsinki, Finland: International Association of Scientific Hydrology.
Dooge, J. C. I. 1973. Linear theory of hydrologic systems. Washington, DC: Agricultural Research Service, USDA.
Eagleson, P. S. 1972. “Dynamics of flood frequency.” Water Resour. Res. 8 (4): 878–898. https://doi.org/10.1029/WR008i004p00878.
Fletcher, C. A. J. 1982. Burger’s equations: A model for all seasons. Amsterdam, Netherlands: North-Holland Publishing.
Flores, W. A. E. Z., and L. W. Gelhar. 1976. A stochastic management model for the operation of a stream-aquifer system. Las Cruces, NM: New Mexico Water Resources Research Institute, New Mexico State Univ.
Fowler, A. C. 1982. “Waves on glaciers.” J. Fluid Mech. 120: 283–321. https://doi.org/10.1017/S0022112082002778.
Frissel, M. J., and P. Poelstra. 1967. “Chromatographic transport through soils.” Plant Soil 26 (2): 285–302. https://doi.org/10.1007/BF01880179.
Hjelmfelt, A. T. 1976. Modeling of soil movement across a watershed. Rolla, MO: Missouri Water Resources Center, Univ. of Missouri.
Horton, R. E. 1941. “An approach toward a physical interpretation of infiltration-capacity.” Soil Sci. Soc. Am. J. 5 (Part C): 399–417. https://doi.org/10.2136/sssaj1941.036159950005000C0075x.
Koussis, A. D. 1978. “Theoretical estimators of flood routing parameters.” J. Hydraul. Div. 104 (1): 109–115. https://doi.org/10.1061/JYCEAJ.0004909.
Koussis, A. D. 1980. “Comparison of Muskingum method difference schemes.” J. Hydraul. Div. 106 (5): 925–929. https://doi.org/10.1061/JYCEAJ.0005432.
Koutsoyiannis, D. 2000. “A generalized mathematical framework for stochastic simulation and forecast of hydrologic time series.” Water Resour. Res. 36 (6): 1519–1533. https://doi.org/10.1029/2000WR900044.
Kulandaiswamy, V. C. 1964. “A basic study of the rainfall excess-surface runoff relationship in a basin system.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Illinois Urbana-Champaign.
Lighthill, M. J., and G. B. Whitham. 1955. “On kinematic waves II. A theory of traffic flow on long crowded roads.” Proc. Royal Soc. London, Ser. A. Math. Phys. Sci. 229 (1178): 317–345. https://doi.org/10.1098/rspa.1955.0089.
McCann, R. C., and V. P. Singh. 1981. “The general hydrologic system model.” J. Hydraul. Div. 107 (12): 1581–1592. https://doi.org/10.1061/JYCEAJ.0005779.
Mosavi, A., P. Ozturk, and K. W. Chau. 2018. “Flood prediction using machine learning models: Literature review.” Water 10 (11): 1536. https://doi.org/10.3390/w10111536.
Nye, J. F. 1960. “The response of glaciers and ice sheets to seasonal and climatic changes.” Proc. R. Soc. London, Ser. A 256 (1287): 559–584.
Ragan, R. M., and J. O. Duru. 1972. “Kinematic wave nomograph for times of concentration.” J. Hydraul. Div. 98 (10): 1765–1771. https://doi.org/10.1061/JYCEAJ.0003436.
Rajaee, T., H. Ebrahimi, and V. Nourani. 2019. “A review of the artificial intelligence methods in groundwater level modeling.” J. Hydrol. 572 (May): 336–351. https://doi.org/10.1016/j.jhydrol.2018.12.037.
Schunk, R. W. 1977. “Mathematical structure of transport equations for multispecies flows.” Rev. Geophys. 15 (4): 429–445. https://doi.org/10.1029/RG015i004p00429.
Singh, V. P. 1983. “Analytical solutions of kinematic equations for erosion on a plane II. Rainfall of finite duration.” Adv. Water Resour. 6 (2): 88–95. https://doi.org/10.1016/0309-1708(83)90045-3.
Singh, V. P. 1988. Hydrologic systems: Vol. 1: Rainfall-runoff modeling. Englewood Cliffs, NJ: Prentice Hall.
Singh, V. P. 1995. Kinematic wave modeling in water resources: Surface-water hydrology. New York: Wiley.
Singh, V. P. 1996. Kinematic wave modeling in water resources: Environmental hydrology. New York: Wiley.
Singh, V. P. 2018. “Systems of frequency distributions for water and environmental engineering.” Physica A 506 (Sep): 50–74. https://doi.org/10.1016/j.physa.2018.03.038.
Singh, V. P., and M. Prasana. 1999. “Generalized flux law, with an application.” Hydrol. Process. 13 (1): 73–87. https://doi.org/10.1002/(SICI)1099-1085(199901)13:1%3C73::AID-HYP628%3E3.0.CO;2-D.
Singh, V. P., and P. D. Scarlatos. 1987. “Analysis of nonlinear muskingum flood routing.” J. Hydraul. Eng. 113 (1): 61–79. https://doi.org/10.1061/(ASCE)0733-9429(1987)113:1(61).
Singh, V. P., and F. X. Yu. 1990. “Derivation of infiltration equation using systems approach.” J. Irrig. Drain. Eng. 116 (6): 837–858. https://doi.org/10.1061/(ASCE)0733-9437(1990)116:6(837).
Smith, R. E. 1983. “Approximate soil water movement by kinematic characteristics.” Soil Sci. Soc. Am. J. 47 (1): 3–8. https://doi.org/10.2136/sssaj1983.03615995004700010001x.
Tarboton, D. G. 2021. “A workbook to accompany the rainfall-runoff processes web.” Accessed October 20, 2021. https://hydrology.usu.edu/rrp/pdfs/RainfallRunoffProcesses.pdf.
Thodi, B. T., Z. S. Khan, S. E. Jabari, and M. Menendez. 2021. “Incorporating kinematic wave theory into a deep learning method for high-resolution traffic speed estimation.” Preprint, submitted February 4, 2021. http://arxiv.org/abs/2102.02906.
Van de Leur, D. K. 1958. “A study of unsteady groundwater flow with special reference to a reservoir coefficient.” De Ingenieur (Dutch) 70 (19): 87–94.
Venetis, C. 1968. “On the impulse response of an aquifer.” Int. Assoc. Hydrol. Sci. Bull. 13 (3): 136–139. https://doi.org/10.1080/02626666809493613.
Warrick, A. W., and Y. W. Parkin. 1995. “Analytical solution for one-dimensional drainage: Burgers’ and simplified forms.” Water Resour. Res. 31 (11): 2891–2894. https://doi.org/10.1029/95WR02284.
Weertman, J. 1958. “Travelling waves on glaciers.” IASH Publ. 47: 162–168.
Whitham, G. B. 1974. Linear and nonlinear waves. New York: Wiley.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 27Issue 1January 2022

History

Received: Apr 16, 2021
Accepted: Sep 23, 2021
Published online: Nov 8, 2021
Published in print: Jan 1, 2022
Discussion open until: Apr 8, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Caroline and William N. Lehrer Distinguished Chair in Water Engineering, Dept. of Biological and Agricultural Engineering, Texas A&M Univ., College Station, TX 77843-2117; Distinguished and Regents Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M; Univ., College Station, TX 77843-2117; Distinguished Scholar, National Water and Energy Center, UAE Univ., Al Ain, United Arab Emirates (corresponding author). ORCID: https://orcid.org/0000-0003-1299-1457. Email: [email protected]
Solomon Vimal, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Geography, Univ. of California, Los Angeles, CA 90095. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

  • General Unit Hydrograph from Chow’s Linear Theory of Hydrologic Systems and Its Applications, Journal of Hydrologic Engineering, 10.1061/(ASCE)HE.1943-5584.0002184, 27, 10, (2022).

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share