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Waterlopen En Rivieren samenvatting - 3e bachelor Industrieel ingenieur KUL $11.20
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Waterlopen En Rivieren samenvatting - 3e bachelor Industrieel ingenieur KUL

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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 ...

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  • December 21, 2023
  • 11
  • 2023/2024
  • Summary
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H1-open channel
flow
Basic
1 .
1
concepts
*
functions
->

transport ->

omgaan met nurslog= U-plan Schelde
(gecontrolere overstromingsgebieden !
/600
=>



GRG (gebied gereduurd getj
->

irrigatie
drainage
& kanaaltjes
->
=




buizen onder grond
-
economisch ->
schepen
hand
mijnen
-




->

energieopslag en
productie
-
ecologisch
-
recreatief
*
classification
↓ - -


Ruimte I
ja
d & d ↓

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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