Technical Papers
Aug 12, 2020

Comparison of Two Rating Approaches to Monitor Uncontrolled Culverts’ Flows Driven by Small Head Differences

Publication: Journal of Irrigation and Drainage Engineering
Volume 146, Issue 10

Abstract

The smallest flows that can be rated using a distributed-type hydraulic rating, which must rely on head- and tailwater stages monitored at local stilling wells, are limited by the combined measurement uncertainty of the head drop. In this study, we show that for low head drops, a rating based on index-velocity (IV) methods provides more accurate flow estimates at uncontrolled culverts than a hydraulic rating. To contrast the accuracies of these two rating approaches to rate flows under very low head drops, we calibrated both types of ratings for an uncontrolled culvert in a constructed wetland using concurrent measurements of water stages in local stilling wells, index-velocities by a Doppler shallow-water meter, and flow rates by an acoustic Doppler flow meter (ADFM). Further, to measure head-drops lower than those that can be estimated based on data from the stage sensors in standard wells, we used a portable pressure-differential sensor with a higher resolution and sampling rate. Using the portable head-drop sensor allowed us to extend the lower limit of the head-drop to which the hydraulic rating can be accurately applied, from 1.51 cm (based on stages from the standard wells) to 0.31 cm. This, in turn, extended the range of uncontrolled full-pipe flows that can be rated by the hydraulic rating at the study site from 0.45  m3/s, based on stages monitored at standard wells, to 0.2  m3/s, based on the high-resolution head-drop sensor. In contrast, we found that the IV rating can rate a flow as low as 0.14  m3/s without the need of stilling wells—about 60% and 30% lower than the hydraulic rating can rate with stages from the stilling wells and the portable sensor, respectively. Moreover, the IV rating could rate flows contributing to 94% of the total annual volume at the study site accurately, while the volume accurately estimated at these sites by the hydraulic rating using stilling wells is less than half of that.

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Data Availability Statement

Some or all field data measured during the study are available from the authors by request.

Acknowledgments

The authors wish to thank Anier Sosa and Jesus Zamora from the SFWMD for developing and assembling the high-frequency, high-resolution pressure differential sensor used for the measurements in this study. The authors also thank John Goodson and Satyen Thakar who contributed to the field measurements and carried out data processing, archiving, and stage data mining from the SFWMD database. The support from district divers with the deployment and field technicians with instrumentation set-up is gratefully acknowledged. The use of brand or product names in this paper does not constitute endorsement by the SFWMD or the authors.

References

Bodhaine, G. 1968. “Measurement of peak discharge at culverts by indirect methods.” Chap. A3 in Techniques of water-resources investigations of the United States Geological Survey. Washington, DC: USGS.
Chimney, M., ed. 2019. “Performance and operation of the everglades stormwater treatment areas.” Chap. 5B in Vol. 1 of South Florida environmental report. West Palm Beach, FL: South Florida Water Management District.
Chin, D. A. 2013. “Hydraulic analysis and design of pipe culverts: USGS versus FHWA.” J. Hydraul. Eng. 139 (8): 886–893. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000748.
Chin, D. A., P. M. Kelly, R. T. Kiger, and R. S. Sonenshein. 2011. “Assessing the effectiveness of spreader canals in delivering water to marshes.” J. Hydrol. Eng. 16 (10): 829–836. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000369.
FHWA (Federal Highway Administration). 2012. Hydraulic design of highway culverts. 3rd ed. Washington, DC: FHWA.
Fulford, J. 1998. User’s guide to the US Geological Survey culvert analysis program, version 97-08. Reston, VA: USGS.
Hajimirzaie, S. M., and J. A. Gonzalez-Castro. 2016. “An unbiased lumped-type flow rating algorithm for full gated culverts.” In Proc., River Flow 2016—8th Int. Conf. on Fluvial Hydraulics, 702–706. London: CRC Press.
ISO. 2005. Guide to the expression of uncertainty in measurement. Geneva: ISO.
Levesque, V. A., and K. A. Oberg. 2012. “Computing discharge using the index velocity method.” Accessed December 2, 2016. http://pubs.usgs.gov/tm/3a23/.
SFWMD (South Florida Water Management District). n.d. Water quality improvement: STAs—By the numbers. West Palm Beach, FL: SFWMD.
SFWMD (South Florida Water Management District). 2012. Restoration strategies regional water quality plan. West Palm Beach, FL: SFWMD.
SFWMD (South Florida Water Management District). 2013a. “DBHYDRO—South Florida water management district’s online database.” Accessed May 22, 2018. http://www.sfwmd.gov/dbhydro.
SFWMD (South Florida Water Management District). 2013b. Science plan for the everglades stormwater treatment areas. West Palm Beach, FL: SFWMD.
SFWMD (South Florida Water Management District). 2015. Atlas of flow computations at district hydraulic structures, 147. West Palm Beach, FL: SFWMD.
SonTek/YSI. 2007. SonTek/YSI Argonaut acoustic Doppler current meter technical documentation, 234. San Diego: SonTek/YSI.
Teledyne ISCO. 2000. Acoustic Doppler flow meter (ADFM), technical manual. Lincoln, NE: Teledyne ISCO.
Teledyne ISCO. 2011. WinADFM for ADFM/accQmin flow systems, software instruction manual. Lincoln, NE: Teledyne ISCO.
Vermeyen, T. B. 2005. “Laboratory evaluation of a shallow-water acoustic Doppler profiling flowmeter.” In Proc., World Water and Environmental Resources Congress, 1–12. Reston, VA: ASCE. https://doi.org/10.1061/40792(173)42.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 146Issue 10October 2020

History

Received: Jan 28, 2020
Accepted: Jun 9, 2020
Published online: Aug 12, 2020
Published in print: Oct 1, 2020
Discussion open until: Jan 12, 2021

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Authors

Affiliations

Seyed M. Hajimirzaie, Ph.D., M.ASCE https://orcid.org/0000-0002-4524-4629 [email protected]
P.E.
P.H.
Lead Engineer, Operational Hydraulics Unit, Hydrology and Hydraulics (H&H) Bureau, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406 (corresponding author). ORCID: https://orcid.org/0000-0002-4524-4629. Email: [email protected]
P.E.
Senior Engineer, Streamgauging Unit, Hydrology and Hydraulics (H&H) Bureau, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406. Email: [email protected]
Juan A. González-Castro, Ph.D., M.ASCE [email protected]
P.E.
Section Leader, Streamgauging Unit, Hydrology and Hydraulics (H&H) Bureau, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406. Email: [email protected]

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