Case Studies
Oct 25, 2016

Quantifying Transmission Losses in a New Mexico Ephemeral Stream: A Losing Proposition

Publication: Journal of Hydrologic Engineering
Volume 22, Issue 3

Abstract

Under natural conditions, stormwater runoff in much of the semiarid Southwest drains through a network of unlined stream channels called arroyos. Dry during most of the year, arroyos are transformed into raging rivers for short periods of time following intense rain events. As stormwater travels downstream, a portion of the flow is lost to the highly permeable arroyo bed. The purpose of this study was to quantify these so-called transmission losses for a 13-km reach of one New Mexico arroyo. Infiltration rates were tested in the field using a double-ring infiltrometer. Test results varied considerably from 3.0 to 19.6  cm/h, with a median rate of 9.4  cm/h. Additionally, three stream-gauging stations were installed along the arroyo; for two storms in 2015, they measured a dramatic decrease in peak discharge (91 and 84%, respectively) and runoff volume (90 and 80%, respectively). Gauge data was used to successfully simulate transmission losses in a hydrologic model of the drainage system; the average loss rate for the arroyo was found to be 3.8  cm/h. On average, infiltrometer results overestimated reach-scale loss rates by 60%.

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Acknowledgments

The author thanks Charles Thomas (SSCAFCA) for his technical review and guidance, as well as Catherine Conran (SSCAFCA) for her review and comments. The author also thanks Terracon Consultants, Inc., and Daniel B. Stephens and Associates, Inc., for geotechnical services, as well as Adrienne Martinez for her help with infiltration testing.

References

ASTM. (2007). “Standard test method for particle-size analysis of soils (withdrawn 2016).” ASTM D422-63, West Conshohocken, PA.
ASTM. (2009). “Standard test method for infiltration rate of soils in field using double-ring infiltrometer.” ASTM D3385, West Conshohocken, PA.
Batlle-Aguilar, J., and Cook, G. (2012). “Transient infiltration from ephemeral streams: A field experiment at the reach scale.” Water Resour. Res., 48(11), 1–12.
Belmonte, A. M. C., and Beltrán, F. S. (2001). “Flood events in Mediterranean ephemeral streams (ramblas) in the Valencia region, Spain.” Catena, 45(3), 229–249.
CABQ (City of Albuquerque). (2008). “Development process manual.” Albuquerque, NM.
CCRFCD (Clark County Regional Flood Control District). (1999). “Hydrologic criteria and drainage design manual.” Las Vegas, NV.
CoRR (City of Rio Rancho). (2009). “Development manual. Volume 2: Design criteria.” Rio Rancho, NM.
Costa, A. C., Bronstert, A., and Araújo, J. C. (2012). “A channel transmission losses model for different dryland rivers.” Hydrol. Earth Syst. Sci., 16(4), 1111–1135.
FCDMC (Flood Control District of Maricopa County). (2013). “Drainage design manual for Maricopa County, Arizona.” Phoenix, AZ.
FLO 2D [Computer software]. FLO-2D Software, Inc., Nutrioso, AZ.
Gheith, H., and Sultan, M. (2002). “Construction of a hydrologic model for estimating Wadi runoff and groundwater recharge in the Eastern Desert, Egypt.” J. Hydrol., 263(1–4), 36–55.
Goodrich, D. C., et al. (2004). “Comparison of methods to estimate ephemeral channel recharge, Walnut Gulch, San Pedro River Basin, Arizona.” American Geophysical Union, Washington, DC.
Greenbaum, N., Schwartz, U., Schick, A. P., and Enzel, Y. (2002). “Paleofloods and the estimation of long term transmission losses and recharge to the Lower Nahal Zin Alluvial Aquifer, Negev Desert, Israel.” American Geophysical Union, Washington, DC.
Hughes, D. A., and Sami, K. (1992). “Transmission losses to alluvium and associated moisture dynamics in a semiarid ephemeral channel system in Southern Africa.” Hydrol. Process., 6(1), 45–53.
Lai, J., and Ren, L. (2007). “Assessing the size dependency of measured hydraulic conductivity using double-ring infiltrometers and numerical simulation.” Soil Sci. Soc. Am. J., 71(6), 1667.
Lane, L. J., et al. (2007). “Transmission losses.” National engineering handbook, NRCS, USDA, Washington, DC.
Lange, J. (2005). “Dynamics of transmission losses in a large arid stream channel.” J. Hydrol., 306(1–4), 112–126.
McAda, D. P., and Barroll, P. (2002). “Simulation of ground-water flow in the Middle Rio Grande basin between Cochiti and San Acacia, New Mexico.”, U.S. Geological Survey, Albuquerque, NM.
McMahon, T. A., Murphy, R. E., Peel, M. C., Costelloe, J. F., and Chiew, F. H. S. (2008). “Understanding the surface hydrology of the Lake Eyre Basin. Part II: Streamflow.” J. Arid Environ., 72(10), 1869–1886.
Neitsch, S. L., Arnold, J. G., Kiniry, J. R., and Williams, J. R. (2011). “Soil and water assessment tool theoretical documentation, version 2009.”, Texas A&M Univ. System, College Station, TX.
NMOSE (New Mexico Office of the State Engineer). (2008). “Hydrologic analysis for dams.” ⟨http://www.ose.state.nm.us/DS/dsReferences.php⟩ (Jun. 16, 2016).
NOAA (National Oceanic and Atmospheric Administration). (2016). “U.S. annual climatological summaries.” ⟨https://data.noaa.gov/dataset/u-s-annual-climatological-summaries⟩ (Jun. 20, 2016).
Pilgrim, D. H., Chapman, T. G., and Doran, D. G. (1988). “Problems of rainfall-runoff modeling in arid and semiarid regions.” Hydrol. Sci. J., 33(4), 379–400.
Rew, S. N., and McCuen, R. H. (2010). “Analysis and synthesis of transmission loss hydrographs.” J. Irrig. Drain. Eng., 637–645.
Shanafield, M., and Cook, P. G. (2014). “Transmission losses, infiltration and groundwater recharge through ephemeral and intermittent streambeds: A review of applied methods.” J. Hydrol., 511, 518–529.
Šimůnek, J., van Genuchten, M. T., and Šejna, M. (2008). “Development and applications of the HYDRUS and STANMOD software packages and related codes.” Vadose Zone J., 7(2), 587–600.
Swartzendruber, D., and Olson, T. C. (1961). “Sand-model study of buffer effects in the double-ring infiltrometer.” Soil Sci. Soc. Am. J., 25(1), 5–8.
Thompson, J. R., Sorenson, H. R., Gavin, H., and Refsgaard, A. (2004). “Application of a coupled MIKE SHE/MIKE 11 modelling system to a lowland wet grassland in southeast England.” J. Hydrol., 293(1–4), 151–179.
UDFCD (Urban Drainage and Flood Control District). (2016). “Urban storm drainage criteria manual. Volume 1: Management, hydrology, and hydraulics.” Denver.
USACE (U.S. Army Corps of Engineers). (1998). “HEC-1 flood hydrograph package user’s manual version 4.1.” Hydrologic Engineering Center, Davis, CA.
USACE (U.S. Army Corps of Engineers). (2010). “HEC-RAS river analysis system user’s manual version 4.1.” Hydrologic Engineering Center, Davis, CA.
USACE (U.S. Army Corps of Engineers). (2015). “Hydrologic modeling system HEC-HMS user’s manual version 4.1.” Hydrologic Engineering Center, Davis, CA.
Wheater, H. (2007). “Modelling hydrological processes in arid and semi-arid areas: An introduction to the workshop.” Hydrological modelling in arid and semi-arid areas, Cambridge University Press, Cambridge, U.K.
YCFCD (Yavapai County Flood Control District). (2015). “Drainage design manual for Yavapai County.” Prescott, AZ.

Information & Authors

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 22Issue 3March 2017

History

Received: Apr 15, 2016
Accepted: Aug 2, 2016
Published online: Oct 25, 2016
Published in print: Mar 1, 2017
Discussion open until: Mar 25, 2017

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Authors

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Gerhard Schoener [email protected]
Watershed Scientist, Southern Sandoval County Arroyo Flood Control Authority, 1041 Commercial Dr. SE, Rio Rancho, NM 87124. E-mail: [email protected]

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