CVE 341 – Water Resources GRADUALLY VARIED FLOW Lecture Notes 5: (Chapter 14)
CVE 341 – Water Resources Chapter 13: Momentum Principles in Open-Channel Lecture Notes 4:
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Transcript of CVE 341 – Water Resources Chapter 13: Momentum Principles in Open-Channel Lecture Notes 4:
Governing Equations in Open Channel Flow
1) Continuity Equation: Q = A1V1 = A2V2
2) Energy Equation:
Energy equation: pipes
Energy equation: open channels
Governing Equations in Open Channel Flow
3) Momentum Equation:
See also CHAPTER 5 of your text book
maF )( 12 VVQF
Momentum Equation in Open Channel Flow
222
2
111
2
hAgA
QhA
gA
Q
where A is the cross-sectional area of flow and h is the depth of centroid of the flow area below the water surface and g is the acceleration term
111
2
hAgA
Qis known as momentum function (M)
h: depth of centroid of the flow area
F relation can be written as
Momentum Equation in Open Channel Flow
3
2
1gA
BQ
Critical flow condition(obtained by dM / dy = 0):
satisfied at the minimum value of the momentum-impulse force
111
2
hAgA
QF
Pressure-Momentum ForceFirst term: dynamic forceSecond term : hydrostatic force
At pt C: momentum flux is miny1 & y2: conjugate depths
EXAMPLE
A 2.0 m wide rectangular channel carries a discharge of 4.0 m3/s with a depth of flow of 1.0 m. Determine the momentum-impulse force, the critical depth, and the conjugate depth.
SOLUTION
222
2
hAgA
QM
111
2
hAgA
QF
3
2
g
qyc
Momentum
Momentum-impulse force
Critical depthcan also be calculated by
To determine critical depth
& conjugate depth, M-y diagram is constructed.
•When the depth in a channel is yc flow is critical
• When y > yc, flow is subcritical– When Fr < 1 flow is subcritical
• When y < yc, flow is supercritical– When Fr > 1 flow is supercritical
Classifying Critical Flow
HYDRAULIC JUMP
A phenomenon of a sudden water rise is called hydraulic jump
A hydraulic jump is formed only if the depth of flow is forced to change from a depth y1, which is lower than critical depth, to another depth y2, which is higher than the critical depth.
If the state of flow is changed from supercritical to subcritical flow
Some practical applications of hydraulic jump
(a) to dissipate the high kinetic energy of water near the toe of the spillway and to protect the bed and banks of a river near a hydraulic structure
(b) To increase water level in canals to enhance irrigation practices and reduce pumping head
(c) Mixing of chemicals and removing of air pockets in water supply system.
See your text book for other applications
Conjugate or Sequent Depths
Initial and final depths of a hydraulic jump are called conjugate or sequent depths in the sense that they occur simultaneously.
Momentum and conjugate depth relationships for the hydraulic jump.
y1: initial supercritical depth y2: actual subcritical depth in the channel
* Compare: y’1 > y2 ↔ y’2 > y1
For jump: supercritical depth must increase from y1 to y’2
*Jump will move downstream until y’2 is achieved. “running jump”
• In the opposite case, jump tends to move upstream.
Conjugate or Sequent Depths
(b) Hydraulic jump occurring on a steep slope.
(a) Hydraulic jump forced upstream.
Conjugate or Sequent Depths
y1’=y2 ideal case
y1’>y2 the jump moves downstream
y1’<y2 the jump moves downstream
Conjugate or Sequent Depths
Conjugate Depths in Rectangular or Wide Channels
222
2
111
2
hAgA
QhA
gA
Q
22
21 Fr811
2
yy
21
12 Fr811
2
yy
322
222
1
1Fr81
Fr8Fr
Neglecting friction forces,Momentum equation
Inserting rectangular relations & doing math manipulations:
Four assumptions made!
Conjugate Depths v Alternate Depths
Relation between conjugate and alternative depths.
Conjugate depths have the same pressure-momentum force
Alternate depths have the same specific energy
Two conjugate depths can never be alternate depths or vice versa
The loss of energy:
∆E = E1-E2
Energy Loss in Hydraulic Jump
g2
Vy
g2
VyE
22
2
21
1
The hydraulic jumps involve considerable reduction in the velocity head & increase in the static head
Energy Loss in Rectangular channel
21
312
yy4
yyE
the energy loss per unit weight of water
Geometry of Hydraulic Jumps
Efficiency of the hydraulic jump: E1/E2
► Hydraulic jumps cause intensive scour at their locations
► They should contained in stilling basin.
► Apron length & height of side walls of a stilling basin are designed according to the hydraulic jump.
Length of the hydraulic jump (USBR).
Lr: length of roller (0.4-0.7)Lj
Classification of Hydraulic Jumps
Undular Jump (1<Fr1<1.7)
Weak Jump (1.7<Fr1<2.5)y2/y1=2-3
Oscillating Jump (2.5<Fr1<4.5)
Stable Jump (4.5<Fr1<9)
Strong Jump (Fr1>9) y2/y1=12-20
y2/y1=3-6
y2/y1=6-12
Classification of Hydraulic Jumps
Undular Jump (1<Fr1<1.7): The water surface exhibits slight undulation. Two conjugate depths are close
Weak Jump (1.7<Fr1<2.5): A number of small eddies and rollers are formed
Oscillating Jump (2.5<Fr1<4.5): The incoming jet oscillates from the bottom to the top. It should be avoided if it is possible since it may cause erosion to banks
Stable Jump (4.5<Fr1<9): Has many advantages. Well balanced jump and the jump location is least sensitive to any variation in y2.
Strong Jump (Fr1>9): Jump is effective and should not be allowed to exceed 12 as the required stilling basins would be very massive and expensive