Technical Papers
Jul 27, 2012

Integrated Surface–Groundwater Model for Storm-Water Harvesting Using Basic Mass Balance Principles

Publication: Journal of Irrigation and Drainage Engineering
Volume 139, Issue 1

Abstract

Storm-water harvesting from a pond for irrigation of adjacent lands is promoted as one way that may reduce pond discharge while supplementing valuable potable water used for irrigation. Reduction of pond discharge reduces the mass of pollutants in the discharge. In this study, a storm water harvesting and assessment for reduction of pollution (SHARP) model was developed to predict operation of a wet pond used for storm-water harvesting at Miramar Lakes, Miramar, FL. The model integrates the interaction of surface water and groundwater in a catchment area. The SHARP model was calibrated and validated for pond-water elevation. Model evaluation showed adequate prediction of pond-water elevation with root mean square error (RMSE) between 0.07 and 0.12 m, mean absolute error (MAE) between 0.018 and 0.07 m, and relative index of agreement (drel) between 0.74 and 0.98 for both calibration and validation periods. The SHARP model is capable of assessing harvest safe yield and discharge from a pond, including the prediction of the percentage of runoff into a harvesting pond that is not discharged.

Get full access to this article

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

References

Allen, R. G., Pereira, L. S., Raes, D., and Smith, M. (1998). “Crop evapotranspiration—Guidelines for computing crop water requirements.”, Food and Agriculture Organization of the United Nations, Rome.
Ardaman & Associates. (2007). “Subsurface exploration report, City of Miramar pump station.” City of Miramar, Miramar, FL.
Bethune, M. G., Selle, B., and Wand, Q. J. (2008). “Understanding and predicting deep percolation under surface irrigation.” Water Resour. Res., 44(12), W12430.
Brooks, R. H., and Corey, A. T. (1966). “Properties of porous media affecting fluid flow.” J. Irrig. Drain. Div., 92(IR2), 61–88.
Clark, G. A., Stanley, C. D., Zazueta, F. Z., and Albregts, E. E. (2002). Farm ponds in Florida irrigation systems, Univ. of Florida, Gainesville, FL.
Cronshey, R., McCuen, R. H., Rawls, W., Robbins, S., and Woodward, D. (1986). “Urban hydrology for small watersheds.” U.S. Dept. of Agriculture, Washington DC.
Elliott, A. H., and Trowsdale, S. A. (2007). “A review of models for low impact urban stormwater drainage.” Environ. Modell. Softw., 22(3), 394–405.
Gogo-Abite, M. (2013). “Effluent Water Quality Improvement Using Silt Fences and Stormwater Harvesting.” Summer 2012, University of Central Florida, Orlando, FL, in press.
Glover, R. E. (1963). Ground-water movement, Water Resources Technical Publications, Denver.
Harmel, R. D., Smith, P. K., and Migliaccio, K. W. (2010). “Modifying goodness-of-fit indicators to incorporate both measurement and model uncertainty in model calibration and validation.” Trans. Am. Soc. Agric. Biol. Eng., 53(1), 55–63.
Harper, H. H., and Baker, D. M. (2007). Evaluation of current stormwater design criteria within the State of Florida, Florida Department of Environmental Protection (FDEP), Tallahassee, FL, 327pp.
Heitz, L. F., Khosrowpanah, S., and Nelson, J. (2000). “Sizing of surface water runoff detention ponds for water quality improvement.” J. Am. Water Resour. Assoc., 36(3), 541–548.
Hwang, A. H. S., and Draper, D. (2006). “Public perceptions and attitudes toward stormwater recycling for irrigation.” Can. Water Resour. J., 31(3), 185–196.
Jaber, F. H., and Shukla, S. (2004). “Simulating water dynamics in agricultural stormwater impoundments for irrigation water supply.” Trans. Am. Soc. Agric. Eng., 47(5), 1465–1476.
Jaber, F. H., and Shukla, S. (2005). “Hydrodynamic modeling approaches for agricultural storm water impoundments.” J. Irrig. Drain. Eng., 131(4), 307–315.
Krause, P., Boyle, D. P., and Base, F. (2005). “Comparison of different efficiency criteria for hydrologic model assessment.” Adv. Geosci., 5, 89–97.
Microsoft Excel 2010, Microsoft Corporation, Redmond, WA.
Morton, J. F. (1990). “Trees, shrubs and plants for Florida landscapping—Native and exotic.” Grasses for lawns, Florida Dept. of Agriculture and Consumer Services, Tallahassee, FL.
Rawls, W. J., Brakensiek, D. L., and Saxton, K. E. (1982). “Estimation of soil water properties.” Trans. Am. Soc. Agric. Eng., 25(5), 1316–1320 & 1328.
Seymour, R. M. (2005). “Capturing rainwater to replace irrigation water for landscapes: Rain harvesting and rain gardens.” Proc. of the 2005 Georgia Water Resources Conf., Athens, GA, The University of Georgia, Athens, Georgia.
Shukla, S., and Jaber, F. H. (2006). Stormwater as an alternative source of water supply: Feasibility and implications for watershed management, Institute of Food and Agricultural Sciences (IFAS), University of Florida, Gainesville, FL, 1–6.
Shuttleworth, J. W. (2007). “Putting the ‘vap’ into evaporation.” Hydrol. Earth Syst. Sci., 11(1), 210–244.
Skaggs, R. W., and Khaleel, R. (1982). “Infiltration.” Infiltration in hydrologic modeling of small watersheds, American Society of Agricultural Engineers, St. Joseph, MI, 121–162.
Smajstral, A. G. (1990). Field scale irrigation requirements simulation (AFSIRS) model. Version 5.5, Univ. of Florida, Gainsville, FL.
Tadav, B. K., Mathur, S., and Siebel, M. A. (2009). “Soil moisture flow modeling with water uptake by plants (wheat) under varying soil and moisture conditions.” J. Irrig. Drain. Eng., 135(3), 375–381.
Thompson, J. R., Sorenson, H. R., Gavin, H., and Refsgaard, A. (2004). “Application of the coupled MIKE SHE/MIKE11 modelling system to a lowland wet grassland in southeast England.” J. Hydrol., 293(1–4), 151–179.
Tindall, J. A., and Kunkel, J. R. (1999). Unsaturated zone hydrology for scientists and engineers, Prentice Hall, Upper Saddle River, NJ.
Wanielista, M. (1993). “Stormwater reuse: An alternative method of infiltration.” National Conf. on Urban Runoff Management: Enhancing Urban Watershed Management at the Local, County, and State Levels, U.S. Environmental Protection Agency, Cincinnati, 363–371.
Wanielista, M. (2007). “Regional stormwater irrigation facilities.” Florida Dept. of Transportation, Tallahassee, FL.
Wanielista, M. P., and Bradner, J. N. (1992). Restoration and demonstration Project Smart. Orlando, Florida, University of Central Florida, Orlando, Florida, 1–107.
Wanielista, M. P., and Yousef, A. Y. (1993). “Design and analysis of an irrigation pond using urban stormwater runoff.” Engineering Hydrology, ASCE, Reston, VA, 724–729.
Willmott, C. J., and Matsuura, K. (2005). “Advantages of the mean absolute error (MAE) over the root mean square error (RMSE) in assessing average model performance.” Clim. Res., 30(1), 79–82.
Wunderground.com. (2010). “History for Hollywood, Florida.” 〈http://www.wunderground.com/〉 (Apr. 4, 2010).

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 139Issue 1January 2013
Pages: 55 - 65

History

Received: Sep 2, 2011
Accepted: Jun 25, 2012
Published online: Jul 27, 2012
Published in print: Jan 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Ikiensinma Gogo-Abite [email protected]
A.M.ASCE
Doctor of Philosophy Candidate, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816-2450 (corresponding author). E-mail: [email protected]
Manoj Chopra [email protected]
P.E.
M.ASCE
Associate Professor and Director of Stormwater Management Academy, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816-2450. E-mail: [email protected]
Martin Wanielista [email protected]
P.E.
M.ASCE
Emeritus Professor of Engineering, Executive Director, College of Engineering & Computer Science, Univ. of Central Florida, Orlando, FL 32816-2450. E-mail: [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.

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