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  • 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_rect_fluvial.spec.ts 6.42 KiB
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import { cSnRectang, ParamsSectionRectang } from "../../src/section/section_rectang";
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import { precDist } from "../test_config";
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import { checkResult } from "../test_func";
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let paramSection: ParamsSectionRectang;
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let sect: cSnRectang;
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function createSection(prec: number): cSnRectang {
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    paramSection = new ParamsSectionRectang(0.8, // tirant d'eau
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        2.5, // largeur de fond
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        40, //  Ks=Strickler
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        1.2,  //  Q=Débit
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        0.001, //  If=pente du fond
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        1, // YB= hauteur de berge
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    );
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    paramSection.Pr.v = prec;
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    return new cSnRectang(paramSection);
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}
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function createSectionDebordement(prec: number): cSnRectang {
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    paramSection = new ParamsSectionRectang(2, // tirant d'eau
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        2.5, // largeur de fond
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        40, //  Ks=Strickler
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        1.2,  //  Q=Débit
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        0.001, //  If=pente du fond
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        1, // YB= hauteur de berge
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    );
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    paramSection.Pr.v = prec;
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    return new cSnRectang(paramSection);
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}
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describe("Section paramétrée rectangulaire : ", () => {
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    beforeEach(() => {
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        sect = createSection(precDist);
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    });
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    describe("fluvial / pas de débordement :", () => {
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        // charge spécifique
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        it("Hs should equal to 0.818", () => {
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            checkResult(sect.CalcSection("Hs"), 0.818);
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        });
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        // charge critique
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        it("Hsc should equal to 0.43", () => {
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            checkResult(sect.CalcSection("Hsc"), 0.43);
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        });
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        // largeur au miroir
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        it("B should equal to 2.5", () => {
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            checkResult(sect.CalcSection("B"), 2.5);
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        });
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        // périmètre mouillé
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        it("P should equal to 4.1", () => {
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            checkResult(sect.CalcSection("P"), 4.1);
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        });
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        // surface mouillée
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        it("S should equal to 2", () => {
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            checkResult(sect.CalcSection("S"), 2);
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        });
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        // rayon hydraulique
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        it("R should equal to 0.488", () => {
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            checkResult(sect.CalcSection("R"), 0.488);
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        });
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        // vitesse moyenne
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it("V should equal to 0.6", () => { checkResult(sect.CalcSection("V"), 0.6); }); // nombre de Froude it("Fr should equal to 0.214", () => { checkResult(sect.CalcSection("Fr"), 0.214); }); // tirant d'eau critique it("Yc should equal to 0.286", () => { checkResult(sect.CalcSection("Yc"), 0.286); }); // tirant d'eau normal it("Yn should equal to 0.663", () => { checkResult(sect.CalcSection("Yn"), 0.663); }); // 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 0.131", () => { checkResult(sect.CalcSection("Yt"), 0.131); }); // tirant d'eau conjugué it("Yco should equal to 0.068", () => { checkResult(sect.CalcSection("Yco"), 0.068); }); // perte de charge it("J should equal to 0.00059", () => { sect = createSection(0.00001); checkResult(sect.CalcSection("J"), 0.00059); }); // Variation linéaire de l'énergie spécifique it("I-J should equal to 0.00041", () => { sect = createSection(0.00001); checkResult(sect.CalcSection("I-J"), 0.00041); }); // impulsion hydraulique it("Imp should equal to 8568", () => { checkResult(sect.CalcSection("Imp"), 8568); }); // force tractrice (contrainte de cisaillement) it("Tau0 should equal to 2.804", () => { checkResult(sect.CalcSection("Tau0"), 2.804); }); }); }); describe("Section paramétrée rectangulaire : ", () => { beforeEach(() => { sect = createSectionDebordement(precDist); }); describe("fluvial / débordement :", () => { // charge spécifique it("Hs should equal to 2.003", () => { checkResult(sect.CalcSection("Hs"), 2.003); }); // charge critique
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it("Hsc should equal to 0.43", () => { checkResult(sect.CalcSection("Hsc"), 0.43); }); // largeur au miroir it("B should equal to 2.5", () => { checkResult(sect.CalcSection("B"), 2.5); }); // périmètre mouillé it("P should equal to 6.5", () => { checkResult(sect.CalcSection("P"), 6.5); }); // surface mouillée it("S should equal to 5", () => { checkResult(sect.CalcSection("S"), 5); }); // rayon hydraulique it("R should equal to 0.769", () => { checkResult(sect.CalcSection("R"), 0.769); }); // vitesse moyenne it("V should equal to 0.24", () => { checkResult(sect.CalcSection("V"), 0.24); }); // nombre de Froude it("Fr should equal to 0.0542", () => { checkResult(sect.CalcSection("Fr"), 0.0542); }); // tirant d'eau critique it("Yc should equal to 0.286", () => { checkResult(sect.CalcSection("Yc"), 0.286); }); // tirant d'eau normal it("Yn should equal to 0.663", () => { checkResult(sect.CalcSection("Yn"), 0.663); }); // tirant d'eau fluvial it("Yf should equal to 2", () => { checkResult(sect.CalcSection("Yf"), 2); }); // tirant d'eau torrentiel it("Yt should equal to 0.078", () => { checkResult(sect.CalcSection("Yt"), 0.078); }); // tirant d'eau conjugué it("Yco should equal to 0.012", () => { checkResult(sect.CalcSection("Yco"), 0.012); }); // perte de charge it("J should equal to 0.00059", () => { sect = createSection(0.00001); checkResult(sect.CalcSection("J"), 0.00059); }); // Variation linéaire de l'énergie spécifique it("I-J should equal to 0.0009", () => { sect = createSection(0.00001); checkResult(sect.CalcSection("I-J"), 0.0009); });
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// impulsion hydraulique it("Imp should equal to 49338", () => { checkResult(sect.CalcSection("Imp"), 49338); }); // force tractrice (contrainte de cisaillement) it("Tau0 should equal to 0.385", () => { checkResult(sect.CalcSection("Tau0"), 0.385); }); }); });