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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_trapez_torrentiel.spec.ts 3.23 KiB
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import { cSnTrapez, ParamsSectionTrapez } from "../../src/section/section_trapez";
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import { precDist } from "../test_config";
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import { checkResult } from "../test_func";
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let paramCnl: ParamsSectionTrapez;
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let sect: cSnTrapez;
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describe("Section paramétrée trapèze :", () => {
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    beforeEach(() => {
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        paramCnl = new ParamsSectionTrapez(2.5, // largeur de fond
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            0.56, // fruit
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            0.8, // tirant d'eau
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            40, //  Ks=Strickler
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            10,  //  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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        paramCnl.Pr.v = precDist;
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        sect = new cSnTrapez(paramCnl);
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    });
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    describe("torrentiel :", () => {
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        // charge spécifique
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        it("Hs should equal to 1.716", () => {
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            checkResult(sect.CalcSection("Hs"), 1.716);
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        });
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        // charge critique
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        it("Hsc should equal to 1.534", () => {
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            checkResult(sect.CalcSection("Hsc"), 1.534);
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        });
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        // largeur au miroir
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        it("B should equal to 3.396", () => {
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            checkResult(sect.CalcSection("B"), 3.396);
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        });
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        // périmètre mouillé
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        it("P should equal to 4.334", () => {
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            checkResult(sect.CalcSection("P"), 4.334);
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        });
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        // surface mouillée
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        it("S should equal to 2.358", () => {
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            checkResult(sect.CalcSection("S"), 2.358);
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        });
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        // rayon hydraulique
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        it("R should equal to 0.544", () => {
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            checkResult(sect.CalcSection("R"), 0.544);
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        });
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        // vitesse moyenne
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        it("V should equal to 4.24", () => {
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            checkResult(sect.CalcSection("V"), 4.24);
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        });
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        // nombre de Froude
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        it("Fr should equal to 1.625", () => {
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            checkResult(sect.CalcSection("Fr"), 1.625);
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        });
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        // tirant d'eau critique
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        it("Yc should equal to 1.074", () => {
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            checkResult(sect.CalcSection("Yc"), 1.074);
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        });
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        // tirant d'eau normal
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        it("Yn should equal to 2.275", () => {
7172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111
checkResult(sect.CalcSection("Yn"), 2.275); }); // tirant d'eau fluvial it("Yf should equal to 1.502", () => { checkResult(sect.CalcSection("Yf"), 1.502); }); // tirant d'eau torrentiel it("Yt should equal to 0.8", () => { checkResult(sect.CalcSection("Yt"), 0.8); }); // tirant d'eau conjugué it("Yco should equal to 1.398", () => { checkResult(sect.CalcSection("Yco"), 1.398); }); // perte de charge it("J should equal to 0.025", () => { // paramCnl.v.Prec = 0.00001; checkResult(sect.CalcSection("J"), 0.025); }); // Variation linéaire de l'énergie spécifique it("I-J should equal to -0.024", () => { checkResult(sect.CalcSection("I-J"), -0.024); }); // impulsion hydraulique it("Imp should equal to 51187.203", () => { checkResult(sect.CalcSection("Imp"), 51187.203); }); // force tractrice (contrainte de cisaillement) it("Tau0 should equal to 135.020", () => { checkResult(sect.CalcSection("Tau0"), 135.020); }); }); });