21.11.2013 Views

pdf, 12 MiB - Infoscience - EPFL

pdf, 12 MiB - Infoscience - EPFL

pdf, 12 MiB - Infoscience - EPFL

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Chapter 3 - Theoretical considerations<br />

d) Characteristic diameters<br />

The following characteristic diameters are commonly used to describe a grain size distribution:<br />

d 10<br />

, d 16<br />

, d 30<br />

, d 50<br />

, d 65<br />

, d 84<br />

or d 90<br />

.<br />

• d 65 and d 90 are used to characterize the determinant roughness element of the bed and as<br />

approximation of the mean diameter of the armoring layer;<br />

• d 50<br />

is used as approximation of the determinant grain size of the sediment transport;<br />

• d 16<br />

and d 84<br />

are used to characterize the scatter of the grain size distribution. The width of<br />

the distribution is given with:<br />

σ = d 84 ⁄ d 16<br />

(3.4)<br />

The mean diameter<br />

p i<br />

d m<br />

d m<br />

is frequently used to describe the sediment transport rate:<br />

1<br />

Σ∆p (<br />

∫d i<br />

dp<br />

i<br />

⋅ d i<br />

) Σ∆p (<br />

-------------------------<br />

i<br />

⋅ d i<br />

)<br />

= = = ------------------------- = Σ∆p (<br />

Σ∆p i<br />

1<br />

i<br />

⋅ d i<br />

)<br />

0<br />

is the part (weight) of the sediment sample corresponding to the grain size .<br />

d i<br />

(3.5)<br />

e) Density of the sediment<br />

The sediment density usually ranges between ρ s<br />

= 2630 and 2680 kg/ m 3 . Measurements for the<br />

present study gave the following sediment density:<br />

ρ s<br />

= 2635 kg/ m 3 . (3.6)<br />

f) Porosity<br />

The porosity p<br />

is defined as:<br />

p<br />

V p<br />

= ------ =<br />

V<br />

V<br />

------------------ p<br />

V p<br />

+ V s<br />

(3.7)<br />

where V p is the volume of the porosity and V s the volume of the sediments (LANG, HUDER &<br />

AMANN, 1986, DYSLI, 1993). Three tests with the used bed material were performed. The resulting<br />

average porosity will be used in the present study:<br />

n = 33.6 % (3.8)<br />

with a standard deviation of 2.9 %. The error due to the measurement technique (size of the basket,<br />

precision of the balance) was estimated to be about 1 %.<br />

g) Friction angles<br />

Different friction angles can be distinguished:<br />

• the static friction angle of repose of a soil,<br />

• the dynamic friction angle, which is some degrees smaller than the static friction angle<br />

• the bedload friction angle, used in some scour formulae is of the same order as the static<br />

friction angle (BAGNOLD, 1966) (see also Paragraph 3.5.2/4)).<br />

page 24 / November 9, 2002<br />

Wall roughness effects on flow and scouring

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!