Hydraulics and Fluid Mechanics

Bibliography

Kurki-Fox, Jack & Doll, Barbara (April 2021). Two-and three-dimensional hydraulic modeling of innovative grade control structures project at Millbrook Exchange Park. NC State University.

Addy, S., & Wilkinson, M. E. (2019). Representing natural and artificial in‐channel large wood in numerical hydraulic and hydrological models. WIREs Water, 6(6). https://doi.org/10.1002/wat2.1389

Arcement, George J., & Schneider, V. R. (1989). Guide for selecting Manning’s roughness coefficients for natural channels and flood plains. https://doi.org/10.3133/wsp2339

Arcement Jr., G. J., & Schneider, V. R. (1987). Roughness coefficients for densely vegetated flood plains. https://doi.org/10.3133/wri834247

Bathurst, J. C. (1996). Field Measurement of Boulder Flow Drag. Journal of Hydraulic Engineering, 122(3), 167–169. https://doi.org/10.1061/(asce)0733-9429(1996)122:3(167)

Benjankar, R., Tonina, D., & McKean, J. (2015). One-dimensional and two-dimensional hydrodynamic modeling derived flow properties: impacts on aquatic habitat quality predictions. Earth Surf. Process. Landforms, 40(3), 340–356. https://doi.org/10.1002/esp.3637

Bottomless Culvert Scour Study. (n.d.). J. Sterling Jones. Retrieved October 5, 2020, from https://www.pdhdirect.com/pdh/courses/Bottomless-Culvert-Scour-Study-128

Brunner, G. W. (2016a, February). HEC-RAS, River Analysis System Hydraulic Reference Model. US Army Corps of Engineers Hydrologic Engineering Center. https://www.hec.usace.army.mil/software/hec-ras/documentation/HEC-RAS5.0ReferenceManual.pdf

Brunner, G. W. (2016b, February). HEC-RAS, River Analysis System User’s Manual Version 5.0. US Army Corps of Engineers Hydrologic Engineering Center. https://www.hec.usace.army.mil/software/hec-ras/documentation/HEC-RAS5.0UsersManual.pdf

Choo, Y. M., Yun, G. S., & Choo, T. H. (2018). A research on the estimation of coefficient roughness in open channel applying entropy concept. Environ Earth Sci, 77(17). https://doi.org/10.1007/s12665-018-7809-4

Hardy, T., Panja, P., & Mathias, D. (2005, January). WinXSPRO, A Channel Cross Section Analyzer, User’s Manual, Version 3.0. USDA Forest Service. https://www.fs.fed.us/rm/pubs/rmrs_gtr147.pdf

He, G., Fang, H., Wang, J., & Zhang, T. (2019). From fluvial dynamics to eco-fluvial dynamics. International Journal of Sediment Research, 34(6), 531–536. https://doi.org/10.1016/j.ijsrc.2019.05.002

Ho, J., Johnson, A., & White, S. (n.d.). Albuquerque Water: 3-D Numerical Simulation Study of Permanent Sediment Control Submerged Vanes. National Science Foundation. Retrieved October 5, 2020, from https://1drv.ms/b/s!AoUGgof_-_huhC3HX_j6Hn2jSTwV

Hunt, J., Brunner, G. W., & Larock, B. E. (1999). Flow Transitions in Bridge Backwater Analysis. Journal of Hydraulic Engineering, 125(9), 981–983. https://doi.org/10.1061/(asce)0733-9429(1999)125:9(981)

Kemp, M. (2019). Leonardo da Vinci’s laboratory: studies in flow. Nature, 571(7765), 322–323. https://doi.org/10.1038/d41586-019-02144-z

Liu, D., Li, Y., You, Y., Liu, J., Wang, B., & Yu, B. (2020). Velocity of Debris Flow Determined by Grain Composition. J. Hydraul. Eng., 146(8), 06020010. https://doi.org/10.1061/(asce)hy.1943-7900.0001761

Mendicino, G., & Colosimo, F. (2019). Analysis of Flow Resistance Equations in Gravel‐Bed Rivers With Intermittent Regimes: Calabrian fiumare Data Set. Water Resour. Res., 55(8), 7294–7319. https://doi.org/10.1029/2019wr024819

Parker, G. (n.d.). LECTURE NOTES ON THE INTERACTION OF FLOW AND SEDIMENT TRANSPORT IN RIVERS AND THE OCEAN. Hydrolab. Retrieved October 5, 2020, from http://hydrolab.illinois.edu/people/parkerg/_private/CourseNotes/CISMnot1.pdf

Parker, G. (2000a). Chapter 1 Introduction to Morphodynamics. Hydrolab. http://hydrolab.illinois.edu/people/parkerg/_private/CourseNotes/StOyenCh1.pdf

Parker, G. (2000b). Chapter 2 Transportation Cyclic Steps. Hydrolab. http://hydrolab.illinois.edu/people/parkerg/_private/CourseNotes/StOyenCh2.pdf

Parker, G. (2000c). Chapter 3 TURBIDITY CURRENTS AND RESULTING MORPHOLOGY. Hydrolab. http://hydrolab.illinois.edu/people/parkerg/_private/CourseNotes/StOyenCh3.pdf

Parsons, D. R. (2002). ‘Flow Separation In Meander Bends’ Ph.D. thesis. Dept of Geography, University of Sheffield, U.K. http://etheses.whiterose.ac.uk/14757/

Prancevic, J. P., & Kirchner, J. W. (2019). Topographic Controls on the Extension and Retraction of Flowing Streams. Geophys. Res. Lett., 46(4), 2084–2092. https://doi.org/10.1029/2018gl081799

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. https://doi.org/10.2737/rmrs-gtr-323