Technical Papers
Sep 7, 2017

Modeling Capillary Rise in Clinoptilolite Zeolite and Riparian Soils to Sustain Vegetation in Water-Scarce Areas

Publication: Journal of Irrigation and Drainage Engineering
Volume 143, Issue 11

Abstract

Clinoptilolite zeolite (CZ) is being considered as a wicking material for revegetation of riparian regions in arid environments where depth to groundwater is less than 3 m. Simulation of water fluxes and water contents in boreholes filled with CZ and in situ unamended riparian soil (RS) for the purpose of riparian revegetation was modeled using Hydrus-1D and compared to water content measurements. A review of the literature shows that Hydrus-1D model has never been used for the simulation of water fluxes in CZ. Water content, depth to groundwater, and climate data collected in 2012 and 2013 during a field experiment in the Rio Grande flood plain, New Mexico, were used to calibrate and validate the Hydrus-1D model. Predicted borehole water content agreed well with measurements taken at 15, 30, and 90 cm depths when the groundwater levels were nearly stable (coefficient of determination [R2] of 0.83 and root-mean square error (RMSE) of 0.023  cm3/cm3 for CZ; R2=0.90 and RMSE=0.015  cm3/cm3 for RS). Results show that Darcian nodal velocities slowed down (0  cm/day) within the top 60 cm of the CZ profile therefore limiting evaporation losses. However, this phenomenon can be a disadvantage for growing shallow-rooted plants.

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Acknowledgments

The authors thank the National Science Foundation Engineering Research Center for Reinventing the Nation’s Urban Water Infrastructure (ReNUWIt) award no. EEC-1028968 for partially supporting this study, and the Mexican National Council for Science and Technology (CONACYT) for a fellowship awarded to A. R. Piñón-Villarreal to realize his Ph.D. studies at New Mexico State University. Acknowledgment extends to the U.S. Bureau of Reclamation, especially Brent Tanzy from the Elephant Butte Field Division Office, New Mexico for their support and collaboration in the experiment, to the NRCS-Sierra Soil and Water Conservation District, especially to Merry Jo Fahl, Terry Miller, and Bill Sallee for their help with drilling equipment, the St. Cloud Mining at Winston, New Mexico, especially Mr. Joseph McEnaney for donating the CZ mineral used in the experiment and the Elephant Butte Irrigation District, especially Gary Eslinger and Zack Libbin for their support and contribution to this project. Special thanks to Juan Solis for his enormous contribution to the field portion of the investigation.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 143Issue 11November 2017

History

Received: Jan 10, 2017
Accepted: May 15, 2017
Published online: Sep 7, 2017
Published in print: Nov 1, 2017
Discussion open until: Feb 7, 2018

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Aldo R. Piñón-Villarreal [email protected]
Graduate Student, Dept. of Civil Engineering, New Mexico State Univ., MSC 3CE, P.O. Box 30001, Las Cruces, NM 88003-0083; Urban Water Engineering Research Center, Stanford Univ., Stanford, CA 94305 (corresponding author). E-mail: [email protected]
A. Salim Bawazir, Ph.D., M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, New Mexico State Univ., MSC 3CE, P.O. Box 30001, Las Cruces, NM 88003-0083; Urban Water Engineering Research Center, Stanford Univ., Stanford, CA 94305. E-mail: [email protected]
Manoj K. Shukla, Ph.D. [email protected]
Professor, Dept. of Plant and Environmental Sciences, New Mexico State Univ., MSC 3Q, P.O. Box 30003, Las Cruces, NM 88003-0057. E-mail: [email protected]
Zohrab A. Samani, Ph.D., M.ASCE [email protected]
P.E.
Professor, Dept. of Civil Engineering, New Mexico State Univ., MSC 3CE, P.O. Box 30001, Las Cruces, NM 88003-0083. E-mail: [email protected]
James P. King, Ph.D., M.ASCE [email protected]
P.E.
Associate Department Head, Dept. of Civil Engineering, New Mexico State Univ., MSC 3CE, P.O. Box 30001, Las Cruces, NM 88003-0083; Urban Water Engineering Research Center, Stanford Univ., Stanford, CA 94305. E-mail: [email protected]

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