Abstract

Current laboratory procedures to predict the erosion potential of cohesive geomaterials test undisturbed or remolded samples at ambient laboratory temperatures, which may not represent field conditions. This paper analyzed the effects of both water and soil temperatures on cohesive soil erosion. Remolded cohesive soil samples were tested in an erosion function apparatus at independently controlled water and soil temperatures. The findings showed that testing at ambient laboratory conditions may underestimate in situ erosion when higher temperatures are experienced in the field. Furthermore, the results indicated that the water temperature influences erosion more than does soil temperature alone due to convective heat transfer between the water and soil. The recommendation from this study is that the water temperature be controlled in laboratory erosion testing at the maximum anticipated temperatures in the field.

Get full access to this article

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

Acknowledgments

The authors gratefully acknowledge the Kansas State University Small Research Grant program for funding this research.

References

Abbaspour, M., A. H. Javid, P. Moghimi, and K. Kayhan. 2005. “Modeling of thermal pollution in coastal area and its economical and environmental assessment.” Int. J. Environ. Sci. Technol. 2 (1): 13–26. https://doi.org/10.1007/BF03325853.
Al-Ali, A. 2016. “Temperature effects on fine-grained soil erodibility.” M.S. thesis, Dept. of Civil Engineering, Kansas State Univ.
Arneson, L. A., L. W. Zevenbergen, P. F. Lagasse, and P. E. Clopper. 2012. Evaluating scour at bridges. Washington, DC: Federal Highway Administration.
Bernhardt, M. L., J. L. Briaud, D. Kim, M. Leclair, R. Storesund, S. G. Lim, G. R. Bea, and J. D. Rogers. 2011. “Mississippi River levee failures: June 2008 flood.” Int. J. Geoeng. Case Histories 2 (3): 127–162. https://doi.org/10.4417/IJGCH-02-02-03.
Blair, J., P. Fay, A. Knapp, S. Collins, and M. Smith. 2012. “Rainfall manipulation plot study.” Accessed June 11, 2018, http://www.konza.ksu.edu/ramps/default.html.
Briaud, J. L., F. Ting, H. C. Chen, Y. Cao, S. W. Han, and K. W. Kwak. 2001. “Erosion function apparatus for scour rate predictions.” J. Geotech. Geoenviron. Eng. 127 (2): 105–113. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:2(105).
Briaud, J. L., F. Ting, H. C. Chen, R. Gudavalli, S. Perugu, and G. Wei. 1999. “SRICOS: Prediction of scour rate in cohesive soils at bridge piers.” J. Geotech. Geoenviron. Eng. 125 (4): 237–246. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:4(237).
Briaud, J.-L., H. C. Chen, Y. Li, and P. Nurtjahya. 2004. “The SRICOS-EFA method for complex piers in fine grained soils.” J. Geotech. Geoenviron. Eng. 130 (11): 1180–1191. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:11(1180).
Grabowski, R., I. Droppo, and G. Wharton. 2011. “Erodibility of cohesive sediment: The importance of sediment properties.” Earth Sci. Rev. 105 (3–4): 101–120. https://doi.org/10.1016/j.earscirev.2011.01.008.
Hanson, G. J., and K. R. Cook. 2004. “Apparatus, test procedures, and analytical methods to measure soil erodibility in situ.” Appl. Eng. Agric. 20 (4): 455–462. https://doi.org/10.13031/2013.16492.
Hanson, G. J., K. R. Cook, and A. Simon. 1999. “Determining erosion resistance of cohesive materials.” In Proc., American Society of Civil Engineers Water Resources Conf. Reston, VA: ASCE.
Herb, W. R., B. Janke, O. Mohseni, and H. G. Stefan. 2008. “Thermal pollution of streams by runoff from paved surfaces.” Hydrol. Processes 22 (7): 987–999. https://doi.org/10.1002/hyp.6986.
Karim, M. Z., and S. E. Tucker-Kulesza. 2018. “Predicting soil erodibility using electrical resistivity tomography.” J. Geotech. Geoenviron. Eng. 144 (4): 04018012. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001857.
Kemp, H. R. 1987. “The effect of temperature and pressure on equilibria: A derivation of the van’t Hoff rules.” J. Chem. Educ. 64 (6): 482–484. https://doi.org/10.1021/ed064p482.
Larionov, G. A., O. G. Bushueva, N. G. Dobrovol’skaya, Z. P. Kiryukhina, S. F. Krasnov, and L. F. Litvin. 2014. “Effect of the water temperature and soil moisture on the erodibility of chernozem samples: A model experiment.” Eurasian Soil Sci. 47 (7): 734–739. https://doi.org/10.1134/S1064229314070096.
Maa, J. P. Y., L. Sanford, and J. P. Halka. 1998. “Sediment resuspension characteristics in Baltimore Harbor, Maryland.” Mar. Geol. 146 (1–4): 137–145. https://doi.org/10.1016/S0025-3227(97)00120-5.
Mehta, A. J., and T. M. Parchure. 2000. “Surface erosion of fine-grained sediment revisited.” In Muddy coast dynamics and resource management, edited by B. W. Flemming, M. T. Delafontaine, and G. Liebezeit, 55–84. London: Elsevier.
Moody, L. F. 1944. “Friction factors for pipe flow.” Trans. Am. Soc. Mech. Eng. 66 (8): 674–684.
Parchure, T. M., and A. J. Mehta. 1985. “Erosion of soft cohesive sediment deposits.” J. Hydraul. Eng. 111 (10): 1308–1326. https://doi.org/10.1061/(ASCE)0733-9429(1985)111:10(1308).
Partheniades, E. 1965. “Erosion and deposition of cohesive soils.” J. Hydraul. Div. 91 (1): 105–139.
Shan, H., J. Shen, R. Kilgore, and K. Kerenyi. 2015. Scour in cohesive soils. Washington, DC: Federal Highway Administration.
Tran, T., S. Tucker-Kulesza, and M. Bernhardt. 2017. “Determining surface roughness in erosion testing using digital photogrammetry.” Geotech. Test. J. 40 (6): 917–927. https://doi.org/10.1520/GTJ20160277.
USEPA. 2005. Stormwater Phase II finale rule—Construction site runoff control measure. Washington, DC: EPA Federal Register.
USGS. 2001. “USGS 07137500 Arkansas R Nr Coolidge, KS.” National Water Information System. Accessed June 11, 2018. https://waterdata.usgs.gov/nwis/inventory?agency_code=USGS&site_no=07137500.
Van Buren, M. A., W. E. Watt, J. Marsalek, and B. C. Anderson. 2000. “Thermal enhancement of stormwater runoff by paved surfaces.” Water Res. 34 (4): 1359–1371. https://doi.org/10.1016/S0043-1354(99)00244-4.
Verones, F., M. M. Hanafiah, S. Pfister, M. A. J. Huijbregts, G. J. Pelletier, and A. Koehler. 2010. “Characterization factors for thermal pollution in freshwater aquatic environments.” Environ. Sci. Technol. 44 (24): 9364–9369. https://doi.org/10.1021/es102260c.
Zreik, D., J. Germain, and C. Ladd. 1998. “Erosional and mechanical strengths of deposited cohesive sediments.” J. Hydraul. Eng. 124 (11): 1076–1085. https://doi.org/10.1061/(ASCE)0733-9429(1998)124:11(1076).

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 2February 2020

History

Received: Nov 8, 2018
Accepted: Jul 29, 2019
Published online: Dec 11, 2019
Published in print: Feb 1, 2020
Discussion open until: May 11, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Tri V. Tran, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Kansas State Univ., 1701C Platt St., Manhattan, KS 66506-5000. Email: [email protected]
Md Zahidul Karim, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Kansas State Univ., 1701C Platt St., Manhattan, KS 66506-5000. Email: [email protected]
Saikat Kuili, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Kansas State Univ., 1701C Platt St., Manhattan, KS 66506-5000. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Kansas State Univ., 1701C Platt St., Manhattan, KS 66506-5000 (corresponding author). ORCID: https://orcid.org/0000-0003-3283-6235. Email: [email protected]
Associate Professor, Dept. of Mechanical and Nuclear Engineering, Kansas State Univ., 1701B Platt St., Manhattan, KS 66506-5000. ORCID: https://orcid.org/0000-0001-6596-9160. Email: [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