Technical Notes
Dec 15, 2017

Time-Lapse Photography: Low-Cost, Low-Tech Alternative for Monitoring Flow Depth

Publication: Journal of Hydrologic Engineering
Volume 23, Issue 2

Abstract

Streamflow information is collected worldwide and used in the areas of engineering design, water supply planning, and hydrologic and water quality analysis, among others. Available data from intermittent and ephemeral streams in arid regions are sparse because streamflow is highly variable and infrequent. Due to a lower perceived priority to monitor intermittent and ephemeral streams, it is more difficult to justify the economic expense of traditional monitoring equipment. This study demonstrates that time-lapse photography can provide a viable, low-cost, low-tech option for measuring stage (water depth) at stream gauging stations. A time-lapse camera was set up to record images of a channel and staff gauge in an ephemeral urban catchment in central New Mexico. During flow events, stage can be read from the time-lapse images and converted to a discharge time series. In the course of a 2-year test period, 33 runoff events were recorded. With approximately $200 in materials, this method costs only a fraction of conventional gauging stations.

Get full access to this article

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

Acknowledgments

The author thanks Mr. Charles Thomas, Mr. James Service, and Mr. Dave Gatterman for their review and comments.

References

Aich, V., et al. (2014). “Comparing impacts of climate change on streamflow in four large African river basins.” Hydrol. Earth Syst. Sci., 18(4), 1305–1321.
Babbitt, B., and Groat, C. G. (1999). “Streamflow information for the next century—A plan for the national streamflow information program of the U.S. Geological Survey.”, USGS, Reston, VA.
Daggupati, P., et al. (2015). “A recommended calibration and validation strategy for hydrologic and water quality models.” Trans. ASABE, 58(6), 1705–1719.
Davidian, J. (1984). “Computation of water-surface profiles in open channels.” USGS, Alexandria, VA.
Di Baldassarre, G., and Montanari, A. (2009). “Uncertainty in river discharge observations: A quantitative analysis.” Hydrol. Earth Syst. Sci., 13(6), 913–921.
Domeneghetti, A., Castellarin, A., and Brath, A. (2012). “Assessing rating-curve uncertainty and its effects on hydraulic model calibration.” Hydrol. Earth Syst. Sci., 16(4), 1191–1202.
Dottori, F., Martina, M. L. V., and Todini, E. (2009). “A dynamic rating curve approach to indirect discharge measurement.” Hydrol. Earth Syst. Sci., 13(6), 847–863.
Douglas, E. M., Vogel, R. M., and Kroll, C. N. (2002). “Impact of streamflow persistence on hydrologic design.” J. Hydrol. Eng., 220–227.
Gilmore, T. E., Birgand, F., and Chapman, K. W. (2013). “Source and magnitude of error in an inexpensive image-based water level measurement system.” J. Hydrol., 496, 178–186.
GRDC (Global Runoff Data Center). (2017). “GRDC station catalogues.” ⟨http://www.bafg.de/GRDC/EN/02_srvcs/21_tmsrs/211_ctlgs/catalogues_node.html⟩ (Jan. 27, 2017).
HEC-RAS version 4.1 [Computer software]. U.S. Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA.
Hubble, M. (2016). “Ephemeral stream-flow monitoring using SRP flowtography.” Westcas 2016 Annual Conf., Western Coalition of Arid States, Marietta, GA.
ImageJ [Computer software]. National Institutes of Health, Bethesda, MD.
Julien, P. Y., Friesen, N., Duan, J. G., and Eykholt, R. (2010). “Celerity and amplification of supercritical surface waves.” J. Hydraul. Eng., 656–661.
Keys, T. A., Jones, C. N., Scott, D. T., and Chuquin, D. (2016). “A cost-effective image processing approach for analyzing the ecohydrology of river corridors.” Limnol. Oceanogr., 14(6), 359–369.
Le Coz, J. (2012). “A literature review of methods for estimating the uncertainty associated with stage-discharge relations.”, World Meteorological Organization, Geneva.
Lo, S. W., Wu, J. H., Lin, F. P., and Hsu, C. H. (2015). “Cyber surveillance for flood disasters.” Sensors, 15(2), 2369–2387.
Loucks, D. P., Van Beek, E., Stedinger, J. R., Dijkman, J. P., and Villars, M. T. (2005). Water resources systems planning and management: An introduction to methods, models and applications, UNESCO, Paris.
Norris, J. M., Lewis, M., Dorsey, M., Kimbrough, R., Holmes, R. R., and Staubitz, W. (2007). “Qualitative comparison of streamflow information programs of the U.S. Geological Survey and three non-federal agencies.”, USGS, Reston, VA.
Pilgrim, D. H., Chapman, T. G., and Doran, D. G. (1988). “Problems of rainfall-runoff modelling in arid and semiarid regions.” Hydrol. Sci. J., 33(4), 379–400.
Rantz, S. E. (1982). “Measurement and computation of streamflow. 2: Computation of discharge.”, USGS, Washington, DC.
Read, L. K., and Vogel, R. M. (2016). “Hazard function analysis for flood planning under nonstationarity.” Water Resour. Res., 52(5), 4116–4131.
Royem, A. A., Mui, C. K., Fuka, D. R., and Walter, M. T. (2012). “Proposing a low-tech, affordable, accurate stream stage monitoring system.” Trans. ASABE, 55(6), 2237–2242.
Schoener, G. (2018). “Urban runoff in the U.S. Southwest—The importance of impervious surfaces for small storm hydrology.” J. Hydrol. Eng., 05017033.
Trailcampro. (2016). “2016 battery consumption test for trail cameras.” ⟨http://www.trailcampro.com/pages/battery-consumption-test-for-trail-cameras⟩ (Jan. 30, 2017).
USBR (U.S. Bureau of Reclamation). (2001). Water measurement manual, Washington, DC.
USGS. (2017). “National water information system: Web interface.” ⟨https://waterdata.usgs.gov/nwis⟩ (Jan. 27, 2017).
Ye, X., Zhang, Q., Liu, J., Li, X., and Xu, C. Y. (2013). “Distinguishing the relative impacts of climate change and human activities on variation of streamflow in the Poyang Lake catchment, China.” J. Hydrol., 494, 83–95.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 23Issue 2February 2018

History

Received: Mar 29, 2017
Accepted: Aug 24, 2017
Published online: Dec 15, 2017
Published in print: Feb 1, 2018
Discussion open until: May 15, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Senior Hydrologist, Southern Sandoval County Arroyo Flood Control Authority, 1041 Commercial Dr. SE, Rio Rancho, NM 87124. ORCID: https://orcid.org/0000-0002-1183-0419. 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.

Cited by

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