Effect of water surface slope and friction slope on the value of the estimated Manning’s roughness coefficient in gravel-bed streams

Barnes, H.H., 1967. Roughness characteristics of natural channels. Water-Supply Paper 1849. U.S. Geological Survey. Search in Google Scholar

Bathurst, J.C., Li, R.M., Simons, D.B., 1981. Resistance equation for large-scale roughness. J. Hydraul. Div. ASCE, 107, 12, 1593–1613. https://doi.org/10.1061/JYCEAJ.000578010.1061/JYCEAJ.0005780 Search in Google Scholar

Bellos, V., Nalbantis, I., Tsakiris, G., 2018. Friction modeling of flood flow simulations. Journal of Hydraulic Engineering, 144, 12. DOI: 10.1061/(ASCE)HY.1943-7900.0001540 Apri DOISearch in Google Scholar

Bjerklie, D.M., Dingman, S.L., Bolster, C.H., 2005. Comparison of constitutive flow resistance equations based on the Manning and Chezy equations applied to natural rivers. Water Re-sour. Res., 41, 11, W11502. DOI: 10.1029/2004WR003776 Apri DOISearch in Google Scholar

Bray, D.I., 1982. Flow resistance in gravel-bed rivers. In: Hey, R.D., Bathurst, J.C., Thorne, C.R. (Eds.): Gravel-Bed Rivers. John Wiley and Sons, Chichester, UK, pp. 109–137. Search in Google Scholar

Bray, D.I., 1979. Estimating average velocity in gravel-bed rivers. J. Hydraul. Div. ASCE, 105, 9, 1103–1122.10.1061/JYCEAJ.0005270 Search in Google Scholar

Brownlie, W.R., 1983. Flow depth in sand-bed channels. Journal of Hydraulic Engineering, 109, 7, 959–991.10.1061/(ASCE)0733-9429(1983)109:7(959) Search in Google Scholar

Bruschin, J., 1985. Discussion of “Brownlie (1983): Flow depth in sand-bed channels”. Journal of Hydraulic Engineering, 111, 736–739.10.1061/(ASCE)0733-9429(1985)111:4(736) Search in Google Scholar

Coon, W.F., 1998. Estimates of Roughness Coefficients for Natural Stream Channels with Vegetated Banks. Report, US Geological Survey Water-Supply, Paper No 2441. Search in Google Scholar

Dingman, S.L., Sharma, K.P., 1997. Statistical development and validation of discharge equations for natural channels. Journal of Hydrology, 199, 13–35.10.1016/S0022-1694(96)03313-6 Search in Google Scholar

Ferguson, R., 2007. Flow resistance equations for gravel- and boulder-bed streams. Water Resour. Res., 43, W05427. https://doi.org/10.1029/2006WR00542210.1029/2006WR005422 Search in Google Scholar

Ferguson, R., 2010. Time to abandon the Manning equation? Earth Surf. Process. Landf., 35, 1873–1876. https://doi.org/10.1002/esp.209110.1002/esp.2091 Search in Google Scholar

Fischenich, C., Little, C., 2007. Sediment sampling and analysis for stream restoration projects. U.S. Army Engineer Research and Development Center, Technical Note – Ecosystem Management and Restoration Research Program. http://hdl.handle.net/11681/3972 Search in Google Scholar

Gessler, J., 1990. Friction factor of armoured river beds. Journal of Hydraulic Engineering, 116, 531–543.10.1061/(ASCE)0733-9429(1990)116:4(531) Search in Google Scholar

Ghani, A.A.B, Zakaria, N.R., Kiat, Ch.Ch., Ariffin, J., Hasan, Z.A., Ghaffar, A.B.A., 2007. Revised equations for Manning’s coefficient for sand-bed rivers. International Journal of River Basin Management, 5, 4, 329–346. DOI: 10.1080/15715124.2007.9635331 Apri DOISearch in Google Scholar

Griffiths, G.A., 1981. Flow resistance in coarse gravel bed rivers. J. Hydraul. Div. ASCE, 107, 7, 899–918.10.1061/JYCEAJ.0005699 Search in Google Scholar

Hicks, D.M., Mason, P.D., 1991. Roughness Characteristics of New Zealand Rivers. DSIR Water Resources Survey, Wellington, 329 p. Search in Google Scholar

Jarrett, R.D., 1984. Hydraulics of high-gradient rivers. J. Hydraul. Eng., 110, 11, 1519–1539.10.1061/(ASCE)0733-9429(1984)110:11(1519) Search in Google Scholar

Keulegan, G.H., 1938. Laws of turbulent flow in open channels. Journal of the National Bureau of Standards, Research Paper 1151, 21, 707–741.10.6028/jres.021.039 Search in Google Scholar

Kowalczyk, A., Szlachta, A., Hanus, R., 2012. Standard uncertainty determination of the mean for correlated data using conditional averaging. Metrology and Measurement Systems, Rzeszów, Poland, 787–796.10.2478/v10178-012-0070-3 Search in Google Scholar

Lacey, G., 1946. A general theory of flow in alluvium. Journal of the Institution of Civil Engineers, Paper No 5518, 27, 1, 16–47.10.1680/ijoti.1946.13786 Search in Google Scholar

Ladson, A., Anderson, B., Rutherfurd, I., van de Meene, S., 2002. An Australian handbook of stream roughness coefficients: How hydrographers can help. In: Proceeding of 11th Australian Hydrographic conference, Sydney, 3–6 July, 2002. Search in Google Scholar

Lane, S.N., 2014. Acting, predicting and intervening in a sociohydrological world. Hydrol. Earth Syst. Sci., 18, 927–952.10.5194/hess-18-927-2014 Search in Google Scholar

Lang, S., Ladson, T., Anderson, B., 2004. A review of empirical equations for estimating stream roughness and their application to four streams in Victoria. Australasian Journal of Water Resources, 8, 1, 69–82, DOI: 10.1080/13241583.2004.11465245 Apri DOISearch in Google Scholar

Lee, K., Firoozfar, A.R., Muste, M., 2017. Technical Note: Monitoring of unsteady open channel flows using the continuous slope-area method. Hydrol. Earth Syst. Sci., 21, 1863–1874. https://doi.org/10.5194/hess-21-1863-201710.5194/hess-21-1863-2017 Search in Google Scholar

Limerinos, J.T., 1970. Determination of the Manning coefficient from measured bed roughness in natural channels. U.S. Geological Survey Journal of Research, 4, 3, 285–291. Search in Google Scholar

López, R., Barragán, J., Colomer, M.A., 2007. Flow resistance equations without explicit estimation of the resistance coefficient for coarse-grained rivers. J. Hydrol., 338, 1–2, 113–121. http://dx.doi.org/10.1016/j.jhydrol.2007.02.027.10.1016/j.jhydrol.2007.02.027 Search in Google Scholar

Machiels, O., Erpicum, S., Archambeau, P., Dewals, B., Pirotton, M., 2011. Theoretical and numerical analysis of the influence of the bottom friction formulation in free surface flow modelling. Water SA, 37, 2, 221–228.10.4314/wsa.v37i2.65867 Search in Google Scholar

Machiels, O., Erpicum, S., Archambeau, P., Dewals, B. and Pirotton, M., 2009. Bottom friction formulations for free surface flow modeling. In: 8th NCTAM Congress, Belgium. http://hdl.handle.net/2268/28208 Search in Google Scholar

Meyer-Peter, E., Muller, R., 1948. Formulas for Bed-load Transport. In: Proc. Third Meeting of IAHR, Stockholm, Sweden, pp. 39–64. Search in Google Scholar

Michalec, B., Zwolenik, M., 2020. Preliminary verification of empirical formulas to define the roughness coefficient. Acta Sci. Pol. Formatio Circumiectus, 19, 4, 21–32. https://doi.org/10.15576/ASP.FC/2020.19.4.2110.15576/ASP.FC/2020.19.4.21 Search in Google Scholar

Nitsche, M., Rickenmann, D., Kirchner, J.W., Turowski, J.M., Badoux, A., 2012. Macroroughness and variations in reach-averaged flow resistance in steep mountain streams. Water Resour. Res., 48, W12518. DOI: 10.1029/2012WR012091. Apri DOISearch in Google Scholar

Nguyen, H.T., Fenton, J.D., 2004. Using two-point velocity measurements to estimate roughness in streams. In: Rutherfurd, I.D., Wiszniewski, I., Askey-Doran, M., Glazik, R. (Eds.): Proc. 4th Austral. Stream Management Conf., Launceston, Tasmania, 19-22 Oct 2004. Dept. of Primary Industries, Water and Environment, Hobart, pp. 445–450. Search in Google Scholar

Phillips, J.V., Ingersoll, T.L., 1997. Comparison of verified roughness coefficients for gravel-bed streams in central Arizona with other areas of the western United States. In: Flood-plain Management in a Multi-Faceted World. In: Proceedings of the 21st Annual Conference of the Association of State Floodplain Managers; Little Rock, Arkansas, April 27-May 2 1997. Natural Hazards Research Centre, University of Colorado, pp. 158–158. Search in Google Scholar

Raudkivi, A.J., 1976. Loose Boundary Hydraulics. Pergamon Press. Search in Google Scholar

Rice, C.E., Kadavy, K.C., Robinson, K.M., 1998. Roughness of loose rock riprap on steep slopes. J. Hydraul. Eng., 124, 2, 179–185.10.1061/(ASCE)0733-9429(1998)124:2(179) Search in Google Scholar

Rickenmann, D., 1994. An alternative equation for the mean velocity in gravel-bed rivers and mountain torrents. In: Cotroneo, G.V., Rumer, R.R. (Eds.): Proceedings of the Conference Hydraulic Engineering ’94, vol. 1. ASCE, New York. Search in Google Scholar

Riggs, H C., 1976. A simplified slope-area method for estimating flood discharges in natural channels. U.S. Geological Survey Journal of Research, 4, 3, 285–291. Search in Google Scholar

Sauer, V.B., 1990. US Geological Survey, Written communication to W.F. Coon. Estimation of roughness coefficients for natural stream channels with vegetated banks, 1998. US Geological. Search in Google Scholar

Sefick, S.A., Kalin, L., Kosnicki, E., Schneid, B.P., Jarrell, M.S., Anderson, C.J., Paller, M.H., and Feminella, J.W., 2015. Empirical estimation of stream discharge using channel geometry in low-gradient, sand-bed streams of the Southeastern Plains. Journal of the American Water Resources Association (JAWRA), 1–12. DOI: 10.1111/jawr.12278 Apri DOISearch in Google Scholar

Strupczewski, W.G., Szymkiewicz, R., 1996. Analysis of paradoxes arising from the Chezy formula with constant roughness: I. Depth-discharge curve. Hydrological Sciences Journal, 41, 5, 659–673.10.1080/02626669609491537 Search in Google Scholar

Toufik, H., Mahmoud, H., 2021. Friction coefficient equation in a gravel bed under bedload regime using the dimensional analysis. KSCE Journal of Civil Engineering, 25, 4252–4260 https://doi.org/10.1007/s12205-021-1576-610.1007/s12205-021-1576-6 Search in Google Scholar

Yen, B.C., 2002. Open channel flow resistance. Journal of Hydraulic Engineering, 128, 1, 20–39. http://dx.doi.org/10.1061/(ASCE)0733-9429(2002)128:1(20)10.1061/(ASCE)0733-9429(2002)128:1(20) Search in Google Scholar

Yochum, S.E., Bledsoe, B.P., David, G.C.L., Wohl, E., 2012. Velocity prediction in high-gradient channels. Journal of Hydrology, 424–425, 84–98.10.1016/j.jhydrol.2011.12.031 Search in Google Scholar

Yochum, S.E., Comiti, F., Wohl, E., David, G.C.L., Mao, L., 2014. Photographic Guidance for Selecting Flow Resistance Coefficients in High-Gradient Channels. Gen. Tech. Rep. RMRSGTR-323. Fort Collins, CO: U.S. Department of Agriculture, Forest Service, Rocky Mountain Research Station. 91 p.10.2737/RMRS-GTR-323 Search in Google Scholar

Zhu, X., Liu, B., Liu, Y., 2020. New method for estimating roughness coefficient for debris flows. Water, 12, 9, 2341. https://doi.org/10.3390/w1209234110.3390/w12092341 Search in Google Scholar

• Influence of biochar on improving hydrological and nutrient status of two decomposed soils for yield of medicinal plant - Pinellia ternata
• Temporal response of urban soil water content in relation to the rainfall and throughfall dynamics in the open and below the trees
• Leaf wettability and plant surface water storage for common wetland species of the Biebrza peatlands (northeast Poland)
• Alterations in aggregate characteristics of thermally heated water-repellent soil aggregates under laboratory conditions
• Impact of duration of land abandonment on soil properties
• Influence of polycyclic aromatic hydrocarbons on water storage capacity of two lichens species
• Managing soil organic matter through biochar application and varying levels of N fertilisation increases the rate of water-stable aggregates formation
• Biological factors impact hydrological processes
• Effects of thermal and hydrophysical properties of sandy Haplic Podzol on actual evapotranspiration of spring wheat
• The different effects of regional and local winds on dew formation in the Negev desert
• New methodological approach to characterize dryland´s ecohydrological functionality on the basis of Balance between Connectivity and potential Water Retention Capacity (BalanCR)