By Pierre Y. Julien

This textbook deals a radical research of rivers from upland parts to oceans. Julien scrutinizes choose tools underlining either conception and engineering purposes, emphasizing the mechanics of flood wave propagation and sediment shipping in rivers. Chapters offer specified remedies of riverbank stabilization and engineering equipment and canopy actual and mathematical versions. jointly, they elucidate measures to minimize flood impression and financial institution erosion, increase navigation, and raise water provide to towns and irrigation canals. greater than a hundred routines and approximately twenty case stories make this ebook a useful studying software for college kids. Hardback ISBN (2002): 0-521-56284-8

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1. 97 Rainfall precipitation 43 of rain fell on the Big Thompson River basin during the evening of July 31, 1976, causing a devastating flood on the Big Thompson River and its tributaries between Estes Park and Loveland, Colorado. 5 million. During the evening hours of July 31, a series of violent thunderstorms (Fig. 1) released large volumes of rain along a path several miles wide from Estes Park to the Wyoming border, as sketched in Fig. 2. The Big Thompson River basin west of Drake was severely hit by the storm, and devastating flooding occurred along the Big Thompson River between Estes Park Distance from Storm Mountain (miles) 10 10 0 20 20 60 18 55 25 35 45 40 15 12 35 10 30 -25°C 8 25 20 6 15 0°C 4 10 Storm Mountain Big Thompson River 2 0 40 30 15 0° 20 10 0 10 20 Distance from Storm Mountain (km) 5 30 Schematic lines of airflow Schematic area of rainfall Radar reflectivity observed at Grover, Colorado Dashed where approximately located.

3. 29 kg/m3 at 0 ◦ C. 4 kg/m3 . Specific weight of water, γ . The gravitational force per unit volume of fluid, or simply the fluid weight per unit volume, defines the specific weight γ . 09 N/m3 ). 3. 1. Geometric, kinematic, dynamic, and dimensionless variables Variable Symbol Fundamental dimensions SI Units Geometric (L) Length Area Volume L, x, h, ds A ∀ L L2 L3 m m2 m3 Kinematic (L, T) Velocity Acceleration Kinematic viscosity Unit discharge Discharge v x , u, u ∗ a, ax , g ν q Q L T −1 L T −2 L 2 T −1 L 2 T −1 L 3 T −1 m/s m/s2 m2 /s m2 /s m3 /s Dynamic (M, L, T) Mass Force Pressure Shear stress Work or energy Mass density Specific weight Dynamic viscosity m F = ma, mg p = F/A τ x y , τ0 , τc E = F· d ρ, ρs γ , γs = ρ s g µ = ρν M M L T −2 M L −1 T −2 M L −1 T −2 M L 2 T −2 M L −3 M L −2 T −2 M L −1 T −1 1 kg 1 kg m/s2 =1 N 1 N/m2 = 1 Pa 1 N/m2 = 1 Pa 1Nm=1J kg/m3 N/m3 1 kg/m s = 1 N s/m2 = 1 Pa s S0 , S f G = γs /γ Re = uh/ν — — — — — — Re∗ = u ∗ ds /ν √ Fr = u/ gh τ∗ = τ/(γs − γ )ds Cv , Cw — — — — — — — — Dimensionless Slope Specific gravity Reynolds number Grain-shear Reynolds number Froude number Shields parameter Concentration Note: Pa stands for pascal.

1 Pa is sufficient to move silts but not sands, and τc = 1 Pa is sufficient to move sands but not gravels. 3 Sediment suspension The properties of a sediment suspension are sketched in Fig. 6, with the volume of void ∀v equal to the volume of water ∀w . 5. Angle of repose of granular material (after Simons, 1957). Volumetric sediment concentration Cv . The volumetric sediment concentration Cv is defined as the volume of solids ∀s over the total volume ∀t . When the voids are completely filled with water, ∀v = ∀w , we obtain Cv = ∀s .

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River Mechanics by Pierre Y. Julien
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