FLOOD06421

• County: Statewide
• Basin: Statewide
• Title: Highways in the River Environment
• Date: 2/1/1990
• Prepared By: Federal Highway Administration
• Floodplain - Doc Type: Educational/Technical/Reference Information

II
Ie
,I
I

I

I, I
I
II
i I
I
II
--
I
I
I
I
I
I

~

I

LIST OF FIGURES (Continued)

FIGURE

DESCRIPTION

3.3.3

Change in velocity with stream power for a sand
with D = 0.19 mm.
s

3.4.1

Relation of depth to discharge for Elkhorn River
near Waterloo, Nebraska.

3.4.2

Apparent kinematic viscosity of water-bentonite
dispersions.

3.4.3

Variation of fall velocity of several sand mixtures
with percent bentonite and with temperature.

3.4.4

Relation between stream power, median fall
diameter, and bed configuration and Manning's
n values.

3.4.5

Change in Manning's n with discharge for Padma
River in Bangladesh.

3.5.1
3.5.2
3.5.3

Shields' relation for beginning of motion.

Recommended limiting shear stress for canals.

Critical. velocity as a function of stone size.

3.6.1

Schematic sediment and velocity profiles.

3.6.2

Graph of suspended sediment distribution.

3.6.3

Einstein's <1>" vs. 111" bed load function.

3.6.4

Hiding factor.

3.6.5

Pressure correction.

3.6.6

Integral I in terms of E and Z.
1

3.6.7

Integral I in terms of E and Z.
2

..

3.6.8

V IV.. vs 111 (Einstein, 1950).

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