Waterlopen En Rivieren samenvatting - 3e bachelor Industrieel ingenieur KUL
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Course
Waterlopen en rivieren (JLI11J)
Institution
Katholieke Universiteit Leuven (KU Leuven)
Dit is een samenvatting van het vak waterlopen en rivieren, het bevat en samenvatting van alle slides en de bijhorende cursus. Titels zijn in het Engels, voor de rest is zoveel mogelijk vertaald naar het Nederlands. VEEL SUCCES!
Stuur een mail naar industrialengineerinwording@gmail . com of een ...
uniform Variabel Stabiel Onstabiel
↓ ↓
Snel
Langzaam
(RVF) (GVF)
* Geometrical considerations
Hydraulische
met doorsnede A [m2]
opp.
Natte omtrek WP [m]
met
oppervlaktebreedte Tim
*
Reynolds and Froude numbers
in pleidingen
·
Re Na
= met snelheid v [m/1]
diameter D[m]
Kinematische Viscositeit
Laminaire
Rep > 9300 :
stroming
Rep 3000 : turbulent
in
open kanalen
Re Nr ER = =
7
Re Laminaire
500
stroming
:
Re > 2000 : turbulent
Fraude gebal Fr =
z = met
gemiddelde melheid [m/n]
I -
gyn
E Subcritische
<1 0
stroming
:
,
Fr > 1 0
,
i
Supercritische
Fr =
0 · critische
, 1 .
2 Steady uniform flow in
open channels
Helling 5 = [ %)
*
Manning's equation
V
= 2 met
Manningsm uit tab en
!
Q =
E A24j .
met debiet & [m31]
=
Normale diepte
yn=(g)3
* Best
hydraulic section
Conveyonce K =
EAR23 K maximaliseren
Alternative
* formulations for channel friction
Darzy-Weistbach :
h f coëfficient
of is
I Darry's wrijving
= met
St
=
chizy :
n bepalen ?
- = = Lotter'n merhoor :
= We
Manning Horton-Einstein's
12nWP)s
: => · n =
If =
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