Technical Papers
Sep 16, 2013

Mississippi River Streamflow Measurement Techniques at St. Louis, Missouri

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydraulic Engineering
Volume 139, Issue 10

Abstract

Streamflow measurement techniques of the Mississippi River at St. Louis have changed through time (1866–present). In addition to different methods used for discrete streamflow measurements, the density and range of discrete measurements used to define the rating curve (stage versus streamflow) have also changed. Several authors have utilized published water surface elevation (stage) and streamflow data to assess changes in the rating curve, which may be attributed to be caused by flood control and/or navigation structures. The purpose of this paper is to provide a thorough review of the available flow measurement data and techniques and to assess how a strict awareness of the limitations of the data may affect previous analyses. It is concluded that the pre-1930s discrete streamflow measurement data are not of sufficient accuracy to be compared with modern streamflow values in establishing long-term trends of river behavior.

Get full access to this article

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

Acknowledgments

The research reported herein was partially supported by the U.S. Army Corps of Engineers and the U.S. Geological Survey. The authors gratefully acknowledge this support. However, the findings and conclusions in this article are those of the authors and do not necessarily represent the views of these organizations.

References

Belt, C. B. (1975). “The 1973 flood and man’s constriction of the Mississippi River.” Science, 189(4204), 681–684.
Boyer, M. C. (1964). “Streamflow measurement.” Handbook of hydrology, V. T. Chow, ed., McGraw Hill, New York.
Brauer, E. J. (2009). “The limitations of using specific-gage analysis to analyze the effect of navigation structures on flood heights in the Middle Mississippi River.” Permanent International Association of Navigation Congress, 2009 De Paepe-Williams Award Contest, Nootdorp, The Netherlands.
Huizinga, R. J. (2009). “Examination of measurement and historic daily data for several gaging stations on the Middle Mississippi River.” Scientific Investigations Rep., USGS, Reston, VA.
Humphreys, A. A., and Abbot, H. L. (1876). Report upon the physics and hydraulics of the Mississippi River; upon the protection and deepening of mouths: Based upon surveys and investigations, U.S. Government Printing Office (reprint of the 1861 report to the War Department), Washington, DC.
Kennedy, E. J. (1983). “Computation of continuous records of streamflow. Techniques of Water-Resources Investigations of the U.S. Geological Survey.” Chapter A13, Book 3, Applications of hydraulics, USGS, Denver, CO.
Miller, I., and Freund, J. E. (1985). Probability and statistics for engineers, 3rd Ed., Prentice-Hall, Englewood Cliffs, NJ.
Munger, P. R., et al. (1976). SLD potamology study (T-1), The Institute of River Studies, Univ. of Missouri-Rolla, Rolla, MO.
Oberg, K. A., and Mueller, D. S. (2007). “Validation of streamflow measurements made with Acoustic Doppler Current Profilers.” J. Hydraul. Eng., 133(12), 1421–1432.
Pinter, N., Thomas, R., and Wlosinski, J. H. (2001). “Assessing flood hazard on dynamic rivers.” EOS Trans., 82(31), 333.
Rantz, S. E. (1982). “Measurement and computation of streamflow: Volume 2. Computation of discharge.” Geological Survey Water-Supply Paper 2175, U.S. Dept. of the Interior, USGS, U.S. Government Printing Office, Washington, DC.
Reinecke, P. S. (1935). “Stream-flow measurements of the Mississippi River and its tributaries between Clarksville, MO, and the mouth of the Ohio River 1866–1934.” Hydrologic Pamphlet No. 1, U.S. Engineer Office, St. Louis, MO.
Ressegieu, F. E. (1952). Comparative discharge measurements, Mississippi River by USGS and Corps of Engineers, U.S. Army Corps of Engineers, Washington, DC.
Sauer, V. B., and Meyer, R. W. (1992). “Determination of error in individual discharge measurements.”, U.S. Dept. of the Interior, U.S. Geological Survey, Norcross, GA.
Stevens, G. T. Jr. (1979). “SLD potamology study (S-3).” Rep., Department of the Army, St. Louis District, Contract No. DACW 43-76-C-0157, The Institute of River Studies, Univ. of Missouri-Rolla, Rolla, MO.
Stevens, M. A., Simons, D. B., and Schumm, S. A. (1975). “Man-induced changes of the Middle Mississippi River.” J. Waterw. Harbors Coastal Eng. Div., 101(2), 119–133.
Turnipseed, D. P., and Sauer, V. B. (2010). “Discharge measurements at gaging stations.” Chapter 8, Book 3, Section A, Techniques and methods 3-A8, U.S. Dept. of the Interior, U.S. Geological Survey, Reston, VA, 〈http://pubs.usgs.gov/tm/tm3-a8/〉.
U.S. Army Corps of Engineers (USACE). (2004). “Engineering and design—Hydrographic surveying.” Engineering manual EM 1110-2-1003, USACE, Washington, DC.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 10October 2013
Pages: 1062 - 1070

History

Received: Jan 26, 2012
Accepted: Apr 11, 2013
Published online: Sep 16, 2013
Published in print: Oct 1, 2013
Discussion open until: Feb 16, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Chester C. Watson [email protected]
P.E.
F.ASCE
Emeritus Professor, Colorado State Univ.; and Principal Investigator, Biedenharn Group, LLC, 1917 Cottonwood Point Dr., Fort Collins, CO 80524 (corresponding author). E-mail: [email protected]
Robert R. Holmes Jr. [email protected]
P.E.
National Flood Hazard Coordinator, U.S. Geological Survey, 1400 Independence Rd., Rolla, MO 65401. E-mail: [email protected]
David S. Biedenharn [email protected]
P.E.
M.ASCE
Principal Investigator, Biedenharn Group, LLC, 3303 Woodlands Pl., Vicksburg, MS 39180. 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