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![Page 1: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/1.jpg)
Solution of Saint‐Venant equations (open‐channel) and Coupled Saint‐ Venant and compressible water hammer flow equations (mixed flows): Method of Characteristics, Finite Difference methods and Finite Volume schemes (Material were taken from Profs. Hanif Chaudhry Open Channel book (University of South Carolina), Mohan Kumar (Indian Institute of Science) and various internet
sources, including printed references)
Arturo S. Leon, Oregon State University (Fall 2011)
© Arturo S. Leon OSU, Fall 2011
![Page 2: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/2.jpg)
Saint-Venant equations (Revisited) 1D Saint-Venant equations
x - distance along the channel, t - time, V – cross-sectional averaged velocity, y - depth of flow, D = A/T, A- cross sectional area, T - top width, So- bed slope, Sf - friction slope
0h
y V yD V
t x x
( )o f
V V yV g g S S
t x x
![Page 3: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/3.jpg)
Saint Venant equations
Friction slope:
R - hydraulic radius, n - Manning’s roughness coefficient
Two non-linear equations in two unknowns V and y and two dependent variables x and t
These two equations are a set of hyperbolic partial differential equations
2 2
4 3/f
n VS
R
![Page 4: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/4.jpg)
Movies
http://www.youtube.com/watch?v=NpEevfOU4Z8&feature=related
http://www.youtube.com/watch?v=PCYv0_qPk-4&feature=related
![Page 5: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/5.jpg)
Method of Characteristics
Characteristics for various types of flows
![Page 6: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/6.jpg)
Method of Characteristics (Cont.)
Characteristics at the boundaries of the computational domain (Cunge et al. 1980)
![Page 7: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/7.jpg)
Method of Characteristics (Cont.) Multiplying 1st equation by = ± g/c and adding it to 2nd
equation yields
The above equation is a pair of equations along characteristics given by
By multiplying the above equation by dt and integrating along AP and BP, we obtain
o f
gV c V V c y g S S
t x c t x
dxV c
dt o f
dV g dyg S S
dt c dt
P A P A o f P AAA
P B P B o f P BBB
gV V y y g S S t t
c
gV V y y g S S t t
c
![Page 8: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/8.jpg)
Method of Characteristics (Cont.)
Riemann invariants (For rectangular channels):
For Circular channels (See paper of Leon et al. 2006 (TEACH webpage):
2
2
dxV c J V c
dt
dxV c J V c
dt
![Page 9: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/9.jpg)
Method of Characteristics (Cont.)
Examples of Application:
Presented in class
![Page 10: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/10.jpg)
Dam break problem (Theory and applications)
Animations: http://www.youtube.com/watch?NR=1&v=mA_P2JVOe2Ihttp://www.youtube.com/watch?NR=1&v=LO7j8n3frpQhttp://www.youtube.com/watch?
v=aZOoakaaOMY&feature=relatedhttp://www.youtube.com/watch?v=9Q-vy13yEXw&feature=relatedhttp://www.youtube.com/watch?
v=LeL0sr0NbTM&feature=related
Theory and Applications presented in class.
![Page 11: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/11.jpg)
Method of Characteristics (Cont.)
Examples of Application:
Presented in class
![Page 12: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/12.jpg)
Introduction to Finite Difference Techniques
![Page 13: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/13.jpg)
Types of FD techniques Most of the physical situation is represented by
nonlinear partial differential equations for which a closed form solution is not available except in few simplified cases
Several numerical methods are available for the integration of such systems. Among these methods, finite difference methods have been utilized very extensively
Derivative of a function can be approximated by FD quotients.
![Page 14: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/14.jpg)
Types of FD techniques
Differential equation is converted into a difference equation
Solution of difference equation is an approximate solution of the differential equation.
Example: f(x) is a function of one independent variable x. At x0 the function is f(x0), then by using Taylor series expansion, the function f(x0+x) may be written as
30
''2
0'
00 )()(!2
)()()()( xOxf
xxxfxfxxf
![Page 15: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/15.jpg)
Types of FD techniques
f’(x0)=dy/dx at x=x0
O(x)3: terms of third order or higher order of x Similarly f(x0 - x) may be expressed as
Neglecting second and higher order terms, f(x0 + x) may be written as
From this equation
30
''2
0'
00 )()(!2
)()()()( xOxf
xxxfxfxxf
0
0 0( ) ( )( )
ix x
f x x f xdfO x
dx x
0 0 0'( ) ( ) ( ) ( )f x x f x xf x O x
![Page 16: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/16.jpg)
Types of FD techniques
f(x)
x
y=f(x)
A
B
Q
x0-x x0 x0+x
Finite Difference Approximation
![Page 17: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/17.jpg)
Types of FD techniques Similarly
Neglecting O(x) terms in above equation we get Forward difference formula as given below
Backward difference formula as shown below
Both forward and backward difference approximation are first order accurate
0
0 0( ) ( )( )
ix x
f x f x xdfO x
dx x
x
xfxxf
dx
df
ixx
)()( 00
0
x
xxfxf
dx
df
ixx
)()( 00
0
![Page 18: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/18.jpg)
Types of FD techniques cont…
Subtracting the forward Taylor series from backward Taylor series, rearrange the terms, and divide by x
Neglecting the last term
200 )(2
)()(
0
xOx
xxfxxf
dx
df
ixx
x
xxfxxf
dx
df
ixx
2
)()( 00
0
![Page 19: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/19.jpg)
Types of FD techniques cont…
This approximation is referred to as central finite difference approximation
Error term is of order O(x)2, known as second order accurate
Central-difference approximations to derivates are more accurate than forward or backward approximations [O(h2) versus O(h)]
Now Consider FD approximation for partial derivative
![Page 20: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/20.jpg)
Types of FD techniques cont… Function f(x,t) has two independent variables, x and
t Assume uniform grid size of x and t
t
x
x
t
k-1
k
k+1
Finite Difference Grid Approximation
i-1 i i+1
![Page 21: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/21.jpg)
Explicit and implicit techniques There are several possibilities for approximating the partial
derivatives
The spatial partial derivatives replaced in terms of the variables at the known time level are referred to as the explicit finite difference
The spatial partial derivatives replaced in terms of the variables at the unknown time level are called implicit finite difference
k is known time level and k+1 is the unknown time level. Then FD approximation for the spatial partial derivative , f/x, at the grid point (i,k) are as follows:
![Page 22: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/22.jpg)
Explicit and implicit techniques
Explicit finite differences
Backward:
Forward:
Central:
x
ff
x
fki
ki
1
x
ff
x
fki
ki
1
x
ff
x
fki
ki
211
![Page 23: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/23.jpg)
Explicit and implicit techniques
Implicit finite differences
Backward:
Forward:
Central:
x
ff
x
fki
ki
1
11
x
ff
x
fki
ki
11
1
x
ff
x
fki
ki
2
11
11
![Page 24: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/24.jpg)
Explicit finite difference schemes
Unstable scheme
Generally this finite difference scheme is inherently unstable; i.e., computation become unstable regardless of grid size used. Stability check is an important part of numerical methods.
x
ff
x
fki
ki
211
t
ff
t
f ki
ki
1
![Page 25: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/25.jpg)
Explicit finite difference schemes
Diffusive scheme This method yields satisfactory results for typical
hydraulic engineering applications. In this method the partial derivatives and other variables are approximated as follows:
x
ff
x
fki
ki
211
t
ff
t
f ki
*1
)(2
111
* ki
ki fff where
![Page 26: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/26.jpg)
Explicit finite difference schemes
MacCormack Scheme This method is an explicit, two-step predictor-corrector
scheme that is second order accurate both in space and time and is capable of capturing the shocks without isolating them
Two alternative formulations for this scheme are possible. In the first alternative, backward FD are used to approximate the spatial partial derivatives in the predictor part and forward FD are utilized in the corrector part.
The values of the variables determined during the predictor part are used during the corrector part
In the second alternative forward FDs are used in the predictor and backward FD are used in the corrector part
![Page 27: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/27.jpg)
Explicit finite difference schemes
MacCormack Scheme cont… Generally it is recommended to alternate the
direction of differencing from one time step to the next
The FD approximations for the first alternative of this scheme is given as follows. The predictor
t
ff
t
f kii
*
x
ff
x
fki
ki
1
![Page 28: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/28.jpg)
Explicit finite difference schemes
MacCormack Scheme cont… The subscript * refers to variables computed during
the predictor part The corrector
the value of fi at the unknown time level k+1 is given by
t
ff
t
f kii
**
x
ff
x
f ii
**1
)(2
1 ***1ii
ki fff
![Page 29: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/29.jpg)
Explicit finite difference schemes
Lambda scheme In this scheme, the governing equations are first
transformed into λ-form and then discretized according to the sign of the characteristic directions, thereby enforcing the correct signal direction.
In an open channel flow, this allows analysis of flows having sub- and supercritical flows.
This scheme was proposed by Moretti (1979) and has been used for the analysis of unsteady open channel flow by Fennema and Chaudhry (1986)
![Page 30: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/30.jpg)
Explicit finite difference schemes
Lambda scheme cont… Predictor
Corrector
x
ffff
ki
ki
ki
x
2132
x
fff
ki
ki
x
1
x
fff iix
*1
*
x
ffff iiix
*2
*1
* 32
![Page 31: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/31.jpg)
Explicit finite difference schemes
By using the above FD s and
and using the values of different variables computed during the predictor part, we obtain the equations for unknown variables.
The values at k+1 time step may be determined from the following equations:
t
ff
t
f kii
**
)(2
1 ***1ii
ki fff
![Page 32: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/32.jpg)
Explicit finite difference schemes
Gabutti scheme
This is an extension of the Lambda scheme. This allows analysis of sub and super critical flows and has been used for such analysis by Fennema and Chaudhry (1987)
The general formulation for this scheme is comprised of predictor and corrector parts and the predictor part is subdivided into two parts
The λ-form of the equations are used and the partial derivatives are replaced as follows:
![Page 33: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/33.jpg)
Explicit finite difference schemes
Gabutti scheme cont… Taking into consideration the correct signal
direction
Predictor:
Step1: spatial derivatives are approximated as follows:
x
fff
ki
ki
x
1
x
fff
ki
ki
x
1
![Page 34: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/34.jpg)
Explicit finite difference schemes
Gabutti scheme cont… By substituting
Step2: in this part of the predictor part we use the following finite-difference approximations:
t
ff
t
f kii
**
x
ffff
ki
ki
ki
x
2132
x
ffff
ki
ki
ki
x
2132
![Page 35: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/35.jpg)
Explicit finite difference schemes
Gabutti scheme cont…
Corrector: in this part the predicted values are used and the corresponding values of coefficients and approximate the spatial derivatives by the following finite differences:
The values at k+1 time step may be determined from the following equations:
x
fff iix
*1
*
x
fff iix
**1
)(2
1 ***1ii
ki
ki fftff
![Page 36: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/36.jpg)
Implicit finite difference schemes
In this scheme of implicit finite difference, the spatial partial derivatives and/or the coefficients are replaced in terms of the values at the unknown time level
The unknown variables are implicitly expressed in the algebraic equations, this methods are called implicit methods.
Several implicit schemes have been used for the analysis of unsteady open channel flows. The schemes are discussed one by one.
![Page 37: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/37.jpg)
Implicit finite difference schemes
Preissmann Scheme
This method has been widely used
The advantage of this method is that variable spatial grid may be used
Steep wave fronts may be properly simulated by varying the weighting coefficient
This scheme also yields an exact solution of the linearized form of the governing equations for a particular value of x and t.
![Page 38: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/38.jpg)
Implicit finite difference schemes
Preissmann Scheme cont… General formulation of the partial derivatives and
other coefficients are approximated as follows:
t
ffff
t
fki
ki
ki
ki
2
)()( 11
11
x
ff
x
ff
x
fki
ki
ki
ki
))(1()( 1
111
))(1(2
1)(
2
11
111
ki
ki
ki
ki fffff
![Page 39: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/39.jpg)
Implicit finite difference schemes
Preissmann Scheme
Where α is a weighting coefficient
By selecting a suitable value for α, the scheme may be made totally explicit (α=0) or implicit (α=1)
The scheme is stable if 0.55< α≤1
![Page 40: Solution of Saint ‐ Venant equations (open ‐ channel) and Coupled Saint ‐ Venant and compressible water hammer flow equations (mixed flows): Method of.](https://reader036.fdocuments.us/reader036/viewer/2022062300/56649e2e5503460f94b1e096/html5/thumbnails/40.jpg)
FD methods for Saint Venant equations
Continued…
x
ff
x
ff
x
fni
ni
ni
ni
))(1()( 1
111
))(1(2
1)(
2
11
111
ni
ni
ni
ni fffff
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
UU
SSSSt
FFFFx
tUU
1
11
11
111
11
11
))(1()(
))(1()(2