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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
import { cSnPuiss, ParamsSectionPuiss } from "../../src/section/section_puissance";
import { precDist } from "../test_config";
import { checkResult } from "../test_func";
let paramSection: ParamsSectionPuiss;
let sect: cSnPuiss;
function createSection(prec: number): cSnPuiss {
paramSection = new ParamsSectionPuiss(0.5, // coefficient
0.8, // tirant d'eau
4, // largeur de berge
40, // Ks=Strickler
10, // Q=Débit
0.001, // If=pente du fond
1, // YB= hauteur de berge
);
paramSection.Pr.v = prec;
return new cSnPuiss(paramSection);
}
describe("Section paramétrée puissance :", () => {
beforeEach(() => {
sect = createSection(precDist);
});
describe("torrentiel / pas de débordement :", () => {
// charge spécifique
it("Hs should equal to 2.2", () => {
checkResult(sect.CalcSection("Hs"), 2.2);
});
// charge critique
it("Hsc should equal to 1.616", () => {
checkResult(sect.CalcSection("Hsc"), 1.616);
});
// largeur au miroir
it("B should equal to 3.578", () => {
checkResult(sect.CalcSection("B"), 3.578);
});
// périmètre mouillé
it("P should equal to 4.223", () => {
checkResult(sect.CalcSection("P"), 4.223);
});
// surface mouillée
it("S should equal to 1.908", () => {
checkResult(sect.CalcSection("S"), 1.908);
});
// rayon hydraulique
it("R should equal to 0.452", () => {
checkResult(sect.CalcSection("R"), 0.452);
});
// vitesse moyenne
it("V should equal to 5.241", () => {
checkResult(sect.CalcSection("V"), 5.241);
});
// nombre de Froude
it("Fr should equal to 2.291", () => {
checkResult(sect.CalcSection("Fr"), 2.291);
});
// tirant d'eau critique
it("Yc should equal to 1.186", () => {
checkResult(sect.CalcSection("Yc"), 1.186);
7172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116
});
// tirant d'eau normal
it("Yn should equal to 1.916", () => {
checkResult(sect.CalcSection("Yn"), 1.916);
});
// tirant d'eau fluvial
it("Yf should equal to 2.126", () => {
checkResult(sect.CalcSection("Yf"), 2.126);
});
// 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 1.746", () => {
checkResult(sect.CalcSection("Yco"), 1.746);
});
// perte de charge
it("J should equal to 0.05", () => {
// sect = createSection(0.00001);
checkResult(sect.CalcSection("J"), 0.05);
});
// Variation linéaire de l'énergie spécifique
it("I-J should equal to -0.049", () => {
// sect = createSection(0.00001);
checkResult(sect.CalcSection("I-J"), -0.049);
});
// impulsion hydraulique
it("Imp should equal to 58397.786", () => {
checkResult(sect.CalcSection("Imp"), 58397.786);
});
// force tractrice (contrainte de cisaillement)
it("Tau0 should equal to 219.455", () => {
checkResult(sect.CalcSection("Tau0"), 219.455);
});
});
});