Finite Volume Methods (1D-2D)
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1 e Volume Mehods (D-D) Adaped from Noes o Trase lows by Aruro eo ad Shallow-Waer equaos by Adrew Slegh Aruro eo, Orego Sae versy (all 03) /6/03 Aruro S. eo, OS
2 e Volume Shock-Capurg Mehods Ably o hadle ereme flows Trasos bewee sub / supercrcal flows are easly hadled Oher echques have problems wh ras-crcal flows Seep wave fros ca be accuraely smulaed /6/03 Aruro S. eo, OS
3 Dam break Source: A usrucured ode-ceered fe volume scheme for shallow waer flows wh we/dry fros over comple opography, Nkolos ad Dels 3 /6/03 Aruro S. eo, OS
4 Dam break (amao) hp:// 4 /6/03 Aruro S. eo, OS
5 Illos Trase Model amao (Aruro eo, OS) hp:// 5 /6/03 Aruro S. eo, OS
6 Coservave Equaos (D) S Q A gi A Q Q ga S o S f gi S 0 /6/03 Aruro S. eo, OS 6
7 I ad I Trapezodal chael Base wdh B, Sde slope S = Y/Z I h B h S 3 I h db d h 3 ds d ecagular, S = 0 I h B A B A B I db d 7 Source erm S f Q Q A (4/3) /6/03 Aruro S. eo, OS
8 ecagular Prsmac h hu hu hu gh S gh 0 S S o f 8 V d d S d V /6/03 Aruro S. eo, OS
9 -dmesos I -d we have a era erm: frco S G y hv hu h huv gh hu hu gh hv huv hu G y y f o f o S S gh S S gh S 0 (/3) v u u h S f /6/03 Aruro S. eo, OS 9
10 e volume formulao or homogeeous form.e. whou source erms recagular corol volume - space + V d d 0 -/ +/ 0 -/ +/ /6/03 Aruro S. eo, OS
11 e Volume ormulao (Co.) Defg as egral averages e volume formulao becomes / /, d / /, d / /, d / /, d / / /6/03 Aruro S. eo, OS
12 e Volume ormulao So far o appromao was made The soluo ow depeds o how he egral averages are esmaed I parcular, he er-cell flues +/ ad -/ eed o be esmaed. /6/03 Aruro S. eo, OS
13 e Volume -D If odes ad sdes are labelled as : A A 3 V A 3 4 Soluo s V Where s s ormal flu for sde ec. A 4 s s s3 3 s4 4 3 /6/03 Aruro S. eo, OS
14 V -D ecagular Grd y -/,j+/ G j+/ +/,j+/ -/, j +/ -/,j-/ Soluo s G j-/ +/,j-/ 4 y G G /, j /, j, j / /6/03 Aruro S. eo, OS, j /
15 Goduov mehod for flu compu. ses formao from he wave srucure Assume pecewse lear daa saes + -/ +/ - - Cells Daa saes (0) -/ (0) +/ + 5 lu calculao s soluo of local ema problem /6/03 Aruro S. eo, OS
16 ema Problem The ema problem s a al value problem defed by 0, f f / / The soluo of hs problem ca be used o esmae he flu a +/ 6 /6/03 Aruro S. eo, OS
17 ema Problem (Co.) The ema problem s a geeralsao of he dam break problem Dam wall Deep waer a res Shallow waer a res 7 /6/03 Aruro S. eo, OS
18 Dam Break Soluo h Waer levels a me =* Evoluo of soluo v Velocy a me =* arefaco Wave srucure Shock * 8 /6/03 Aruro S. eo, OS
19 Appromae ema Solvers No eed o use eac soluo Eac soluos requre eraos ad are compuaoally epesve or some problems, eac soluos may o es May ema solvers are avalable (oe s ad H are mos popular) 9 /6/03 Aruro S. eo, OS
20 Appromae ema Solvers oe s Solver Goverg equaos are appromaed as: A ~ A A Where s obaed by oe averagg ~ h h h ~ u~ u h h u h h c~ c c 0 /6/03 Aruro S. eo, OS
21 oe s Solver (Co.) Properes of mar Ege values gh Ege vecors Wave sreghs lu s gve by c u ~ ~ ~ c u ~ ~ ~ c u ~ ~ ~ ) ( c u ~ ~ ~ ) ( u c h h ~ ~ ~ u c h h ~ ~ ~ h h h / ~ ~ ~ j j j j /6/03 Aruro S. eo, OS
22 H Solver S S Hare, a, Va eer * Assume wave speed Cosruc volume * Iegrae 0 * * S S S S / Or, * S S S S / S S /6/03 Aruro S. eo, OS
23 H Solver Wha wave speeds o use? Oe opo: S S or dry bed (rgh) m u c, u m u c, u S u T T c c c T T Smple, bu robus S u c 3 /6/03 Aruro S. eo, OS
24 Hgher Order Space Cosruc ema problem usg surroudg cells May creae oscllaos Pecewse recosruco Need o use lmers /6/03 Aruro S. eo, OS
25 mers Oba a grade for varable cell, Grade obaed from mer fucos Provde grades a cell faces mer =G(a,b) u u a / / / u u b /6/03 Aruro S. eo, OS 5
26 mers (Co.) A geeral lmer G a, b ma 0,m m 0,ma a, b,ma, b a, b,maa, b for a for a 0 0 β= gve MINMOD, β= gve SPEBEE Va eer G a, b a b a a b b 6 /6/03 Aruro S. eo, OS
27 Hgher order me 7 Needs o advace half me sep MSC-Hacock Prmve varable m varable W Evolve he cell face values /: W, W, W 0 pdae as ormal solvg he ema problem usg evolved W, W A W W W A W / / /6/03 Aruro S. eo, OS
28 Alerave me advace Aleravely, evolve he cell values usg Solve as ormal Procedure s d order space ad me W W / / / /6/03 Aruro S. eo, OS 8
29 We / Dry os We / Dry fros are dffcul Source of error Source of sably oud : llg of sorm-waer ad combed sewer sysems loodg - udao 9 /6/03 Aruro S. eo, OS
30 Dry fro speed * u c uc S u c We bed Dry bed c 0 S u c * Dry fro s fas Ca cause problem wh me-sep / Coura umber 30 /6/03 Aruro S. eo, OS
31 Soluos for we/dry fros Mos popular way s o arfcally we bed Provde a small waer deph wh zero velocy Ca drascally affec fro speed Need o be very careful abou dvdg by zero 3 /6/03 Aruro S. eo, OS
32 Illos Trase Model amao hp:// 3 /6/03 Aruro S. eo, OS
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