pdf, 12 MiB - Infoscience - EPFL
pdf, 12 MiB - Infoscience - EPFL
pdf, 12 MiB - Infoscience - EPFL
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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