Skip to content
GitLab
Select Git revision
  • devel default
  • 336-macrorugo-mise-a-jour-de-la-formule-f-h-a-partir-de-cassan-2023
  • 325-courbe-de-remous-calculer-une-courbe-de-remous-de-passe-a-macro-rugosites
  • 335-utiliser-des-identifiants-symboliques-plutot-que-numeriques-dans-les-fichiers
  • 355-cloisons-le-champ-cote-de-l-eau-amont-n-est-pas-vide-par-defaut
  • master
  • 296-macrorugo-test-ludovic-cassan-formulation-of-2021-03-24
  • v2021-03-15
  • stable
  • nghyd_4.17.0
  • nghyd_4.16.3
  • nghyd_4.16.2
  • nghyd_4.16.1
  • nghyd_4.16.0
  • nghyd_4.15.1
  • nghyd_4.15.0
  • v4.15.0
  • nghyd_4.14.2
  • nghyd_4.14.1
  • nghyd_4.14.0
  • nghyd_4.13.1
  • nghyd_4.13.0
  • nghyd_4.12.1
  • nghyd_4.12.0
  • nghyd_4.11.1
  • nghyd_4.11.0
  • nghyd_4.10.6
  • nghyd_4.10.5
Find file BlameHistoryPermalink
  • Mathias Chouet's avatar
    refactor nubs · 7b6e5403
    Mathias Chouet authored 
    merged cParamsCanal and ParamsSection
Structures are now only defined by their LoiDebit (no more StructureType)
Session : fixed serialization of lately registered Nubs
Sections are now defined by a CalculatorType and a NodeType
fixed bug in findFirstSingleParameter
added tests for session serialisation
    7b6e5403
section_param_trapez_fluvial.spec.ts 6.42 KiB
1 
import { cSnTrapez, ParamsSectionTrapez } from "../../src/section/section_trapez";
2 
import { precDist } from "../test_config";
3 
import { checkResult } from "../test_func";
4
5 
let paramSection: ParamsSectionTrapez;
6 
let sect: cSnTrapez;
7
8 
function createSection(prec: number): cSnTrapez {
9 
    paramSection = new ParamsSectionTrapez(2.5, // largeur de fond
10 
        0.56, // fruit
11 
        0.8, // tirant d'eau
12 
        40, //  Ks=Strickler
13 
        1.2,  //  Q=Débit
14 
        0.001, //  If=pente du fond
15 
        1, // YB= hauteur de berge
16 
    );
17 
    paramSection.Pr.v = precDist;
18
19 
    return new cSnTrapez(paramSection);
20 
}
21
22 
function createSectionDebordement(prec: number): cSnTrapez {
23 
    paramSection = new ParamsSectionTrapez(2.5, // largeur de fond
24 
        0.56, // fruit
25 
        2, // tirant d'eau
26 
        40, //  Ks=Strickler
27 
        1.2,  //  Q=Débit
28 
        0.001, //  If=pente du fond
29 
        1, // YB= hauteur de berge
30 
    );
31 
    paramSection.Pr.v = precDist;
32
33 
    return new cSnTrapez(paramSection);
34 
}
35
36 
describe("Section paramétrée trapèze : ", () => {
37 
    beforeEach(() => {
38 
        sect = createSection(precDist);
39 
    });
40
41 
    describe("fluvial / pas de débordement :", () => {
42 
        // charge spécifique
43 
        it("Hs should equal to 0.813", () => {
44 
            checkResult(sect.CalcSection("Hs"), 0.813);
45 
        });
46
47 
        // charge critique
48 
        it("Hsc should equal to 0.413", () => {
49 
            checkResult(sect.CalcSection("Hsc"), 0.413);
50 
        });
51
52 
        // largeur au miroir
53 
        it("B should equal to 3.396", () => {
54 
            checkResult(sect.CalcSection("B"), 3.396);
55 
        });
56
57 
        // périmètre mouillé
58 
        it("P should equal to 4.334", () => {
59 
            checkResult(sect.CalcSection("P"), 4.334);
60 
        });
61
62 
        // surface mouillée
63 
        it("S should equal to 2.358", () => {
64 
            checkResult(sect.CalcSection("S"), 2.358);
65 
        });
66
67 
        // rayon hydraulique
68 
        it("R should equal to 0.544", () => {
69 
            checkResult(sect.CalcSection("R"), 0.544);
70 
        });
7172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140
// vitesse moyenne it("V should equal to 0.509", () => { checkResult(sect.CalcSection("V"), 0.509); }); // nombre de Froude it("Fr should equal to 0.195", () => { checkResult(sect.CalcSection("Fr"), 0.195); }); // tirant d'eau critique it("Yc should equal to 0.28", () => { checkResult(sect.CalcSection("Yc"), 0.28); }); // tirant d'eau normal it("Yn should equal to 0.587", () => { checkResult(sect.CalcSection("Yn"), 0.587); }); // tirant d'eau fluvial it("Yf should equal to 0.8", () => { checkResult(sect.CalcSection("Yf"), 0.8); }); // tirant d'eau torrentiel it("Yt should equal to 0.127", () => { checkResult(sect.CalcSection("Yt"), 0.127); }); // tirant d'eau conjugué it("Yco should equal to 0.061", () => { checkResult(sect.CalcSection("Yco"), 0.061); }); // perte de charge it("J should equal to 0.00036", () => { const sect2 = createSection(0.00001); checkResult(sect2.CalcSection("J"), 0.00036); }); // Variation linéaire de l'énergie spécifique it("I-J should equal to 0.001", () => { checkResult(sect.CalcSection("I-J"), 0.001); }); // impulsion hydraulique it("Imp should equal to 9396.158", () => { checkResult(sect.CalcSection("Imp"), 9396.158); }); // force tractrice (contrainte de cisaillement) it("Tau0 should equal to 1.944", () => { checkResult(sect.CalcSection("Tau0"), 1.944); }); }); }); describe("Section paramétrée trapèze : ", () => { beforeEach(() => { sect = createSectionDebordement(precDist); }); describe("fluvial / débordement :", () => { // charge spécifique it("Hs should equal to 2.002", () => { checkResult(sect.CalcSection("Hs"), 2.002); });
141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210
// charge critique it("Hsc should equal to 0.413", () => { checkResult(sect.CalcSection("Hsc"), 0.413); }); // largeur au miroir it("B should equal to 3.62", () => { checkResult(sect.CalcSection("B"), 3.62); }); // périmètre mouillé it("P should equal to 6.792", () => { checkResult(sect.CalcSection("P"), 6.792); }); // surface mouillée it("S should equal to 6.68", () => { checkResult(sect.CalcSection("S"), 6.68); }); // rayon hydraulique it("R should equal to 0.983", () => { checkResult(sect.CalcSection("R"), 0.983); }); // vitesse moyenne it("V should equal to 0.18", () => { checkResult(sect.CalcSection("V"), 0.18); }); // nombre de Froude it("Fr should equal to 0.042", () => { checkResult(sect.CalcSection("Fr"), 0.042); }); // tirant d'eau critique it("Yc should equal to 0.28", () => { checkResult(sect.CalcSection("Yc"), 0.28); }); // tirant d'eau normal it("Yn should equal to 0.587", () => { checkResult(sect.CalcSection("Yn"), 0.587); }); // tirant d'eau fluvial it("Yf should equal to 2", () => { checkResult(sect.CalcSection("Yf"), 2); }); // tirant d'eau torrentiel it("Yt should equal to 0.077", () => { checkResult(sect.CalcSection("Yt"), 0.077); }); // tirant d'eau conjugué it("Yco should equal to 0.009", () => { checkResult(sect.CalcSection("Yco"), 0.009); }); // perte de charge it("J should equal to 0.00002", () => { const sect2 = createSection(0.00001); checkResult(sect2.CalcSection("J"), 0.00002); }); // Variation linéaire de l'énergie spécifique it("I-J should equal to 0.001", () => { checkResult(sect.CalcSection("I-J"), 0.001); });
211212213214215216217218219220221222223
// impulsion hydraulique it("Imp should equal to 63915.169", () => { checkResult(sect.CalcSection("Imp"), 63915.169); }); // force tractrice (contrainte de cisaillement) it("Tau0 should equal to 0.199", () => { checkResult(sect.CalcSection("Tau0"), 0.199); }); }); });