Discussions and Closures
Dec 2, 2022

Closure to “Prediction of Flow Resistance in an Open Channel over Movable Beds Using Artificial Neural Network” by Satish Kumar, Jnana Ranjan Khuntia, and Kishanjit Kumar Khatua

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Hydrologic Engineering
Volume 28, Issue 2
First page of PDF

Get full access to this article

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

References

Afzalimehr, H., and F. Anctil. 1998. “Estimation of gravel-bed river flow resistance.” J. Hydraul. Eng. 124 (10): 1054–1058. https://doi.org/10.1061/(ASCE)0733-9429(1998)124:10(1054).
Bathurst, J. C. 1985. “Flow resistance estimation in mountain rivers.” J. Hydraul. Eng. 111 (4): 625–643. https://doi.org/10.1061/(ASCE)0733-9429(1985)111:4(625).
Brownlie, W. R. 1983. “Flow depth in sand-bed channels.” J. Hydraul. Eng. 109 (7): 959–990. https://doi.org/10.1061/(ASCE)0733-9429(1983)109:7(959).
Camacho, R., and B. C. Yen. 1991. “Nonlinear resistance relationships for alluvial channels.” In Channel flow resistance: Centennial of Manning’s formula, 186–194. Denver: Water Resources Publications, LLC.
Cao, H. H. 1985. “Resistance hydraulique d’un lit à gravier mobile à pente raide; étude expérimentale.” Ph.D. thesis, Dépt. de Génie Civil, Ecole PolytechniqueFederale de Lausane.
Colosimo, C., V. A. Copertino, and M. Veltri. 1988. “Friction factor evaluation in gravel-bed rivers.” J. Hydraul. Eng. 114 (8): 861–876. https://doi.org/10.1061/(ASCE)0733-9429(1988)114:8(861).
Das, B. S., K. Devi, and K. K. Khatua. 2021. “Prediction of discharge in converging and diverging compound channel by gene expression programming.” ISH J. Hydraul. Eng. 27 (4): 385–395. https://doi.org/10.1080/09715010.2018.1558116.
Das, B. S., K. Devi, J. R. Khuntia, and K. K. Khatua. 2020. “Discharge estimation in converging and diverging compound open channels by using adaptive neuro-fuzzy inference system.” Can. J. Civ. Eng. 47 (12): 1327–1344. https://doi.org/10.1139/cjce-2018-0038.
Das, B. S., and K. K. Khatua. 2018. “Flow resistance in a compound channel with diverging and converging floodplains.” J. Hydraul. Eng. 144 (8): 04018051. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001496.
Das, B. S., and K. K. Khatua. 2019. “Water surface profile computation for compound channel having diverging floodplains.” ISH J. Hydraul. Eng. 25 (3): 336–349. https://doi.org/10.1080/09715010.2018.1426056.
Devi, K., and K. K. Khatua. 2020. “Boundary shear distribution in a compound channel with differential roughness.” Proc. Inst. Civ. Eng. Water Manage. 173 (6): 274–292. https://doi.org/10.1680/jwama.19.00035.
Díaz, R. G. 2005. “Analysis of Manning coefficient for small-depth flows on vegetated beds.” Hydrol. Processes 19 (16): 3221–3233. https://doi.org/10.1002/hyp.5820.
Jarrett, R. D. 1984. “Hydraulics of high-gradient streams.” J. Hydraul. Eng. 110 (11): 1519–1539. https://doi.org/10.1061/(ASCE)0733-9429(1984)110:11(1519).
Julien, P. Y. 2002. River mechanics. New York: Cambridge University Press.
Khuntia, J. R., K. Devi, and K. K. Khatua. 2018. “Boundary shear stress distribution in straight compound channel flow using artificial neural network.” J. Hydrol. Eng. 23 (5): 04018014. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001651.
Khuntia, J. R., K. Devi, and K. K. Khatua. 2019. “Flow distribution in a compound channel using an artificial neural network.” Sustainable Water Resour. Manage. 5 (4): 1847–1858. https://doi.org/10.1007/s40899-019-00341-2.
Li, T., C. Liang, Y. Zhang, and P. Zhao. 2017. “Comparison and validation of the ratio of Manning coefficient to flow depth for soil erosion prediction using published data with different external impacts.” J. Soils Sediments 17 (6): 1682–1695. https://doi.org/10.1007/s11368-016-1645-5.
Meyer-Peter, E., and R. Müller. 1948. “Formulas for bedload transport.” In Proc., IAHSR 2nd Meeting. Stockholm, Sweden: International Association for Hydro-Environment Engineering and Research.
Mostafa, M. G., and R. M. McDermid. 1971. “Discussion of sediment transportation mechanics F. Hydraulic relations for alluvial streams.” J. Hydraul. Div. 97 (10): 1777–1780. https://doi.org/10.1061/JYCEAJ.0003129.
Pradhan, A., and K. K. Khatua. 2018. “Gene expression programming to predict Manning’s n in meandering flows.” Can. J. Civ. Eng. 45 (4): 304–313. https://doi.org/10.1139/cjce-2016-0569.
Recking, A., P. Frey, A. Paquier, P. Belleudy, and J. Y. Champagne. 2008a. “Bed-load transport flume experiments on steep slopes.” J. Hydraul. Eng. 134 (9): 1302–1310. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:9(1302).
Recking, A., P. Frey, A. Paquier, P. Belleudy, and J. Y. Champagne. 2008b. “Feedback between bed load transport and flow resistance in gravel and cobble bed rivers.” Water Resour. Res. 44 (5): 1–21. https://doi.org/10.1029/2007WR006219.
Rouse, H., H. J. Koloseus, and J. Davidian. 1963. “The role of the Froude number in open-channel resistance.” J. Hydraul. Res. 1 (1): 14–19. https://doi.org/10.1080/00221686309500064.
Ugarte, A., and M. Madrid. 1994. “Roughness coefficient in mountain rivers.” In Proc., Hydraulic Engineering, 652–656. Reston, VA: ASCE.
Yen, B. C. 2002. “Open channel flow resistance.” J. Hydraul. Eng. 128 (1): 20–39. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:1(20).
Yen, B. C., and Y. C. Liou. 1969. Hydraulic resistance in alluvial channels. Champaign, IL: Univ. of Illinois at Urbana-Champaign.
Zhang, G., R. Luo, Y. Cao, R. Shen, and X. C. Zhang. 2010. “Impacts of sediment load on Manning coefficient in supercritical shallow flow on steep slopes.” Hydrol. Processes 24 (26): 3909–3914. https://doi.org/10.1002/hyp.7892.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 28Issue 2February 2023

History

Received: Feb 27, 2022
Accepted: Jul 20, 2022
Published online: Dec 2, 2022
Published in print: Feb 1, 2023
Discussion open until: May 2, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Satish Kumar [email protected]
Ph.D. Scholar, Dept. of Civil Engineering, National Institute of Technology Rourkela, Rourkela, Odisha 769008, India (corresponding author). Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Chaitanya Bharathi Institute of Technology, Hyderabad, Telangana 500075, India. ORCID: https://orcid.org/0000-0003-3943-4220. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Vidya Jyothi Institute of Technology, Hyderabad, Telangana 500075, India. ORCID: https://orcid.org/0000-0002-5916-3256. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Patna, Patna, Bihar 800005, India. ORCID: https://orcid.org/0000-0003-1140-0432. Email: [email protected]
Kishanjit Kumar Khatua
Professor, Dept. of Civil Engineering, National Institute of Technology Rourkela, Rourkela, Odisha 769008, India. 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.

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