macrorugo.ts 16.08 KiB
import { Nub } from "../nub";
import { ParamCalculability } from "../param/param-definition";
import { ParamValueMode } from "../param/param-value-mode";
import { Result } from "../util/result";
import { MacrorugoParams } from "./macrorugo_params";
export { MacrorugoParams };
export enum MacroRugoFlowType {
    EMERGENT,
    QUASI_EMERGENT,
    IMMERGE
export class MacroRugo extends Nub {
    private static readonly g = 9.81;
    /** nu: water kinematic viscosity  */
    private static readonly nu = 1E-6;
    // Water at 20 °C has a kinematic viscosity of about 10−6 m2·s−1
    // (https://en.wikipedia.org/wiki/Viscosity#Kinematic_viscosity,_%CE%BD)
    /** Ratio between the width (perpendicular to flow) and the lenght (parallel to flow) of a cell (-) */
    private static readonly fracAxAy = 1;
    /** Limit between emergent and submerged flow */
    private static readonly limitSubmerg = 1.1;
    /** Rugosité de fond (m) */
    private ks: number;
    /** Averaged velocity (m.s-1) */
    private U0: number;
    /** Velocity at the bed (m.s-1) */
    private u0: number;
    private _cache: { [key: string]: number };
    constructor(prms: MacrorugoParams, dbg: boolean = false) {
        super(prms, dbg);
        this._cache = {};
    /**
     * paramètres castés au bon type
    get prms(): MacrorugoParams {
        return this._prms as MacrorugoParams;
    /**
     * Calcul du débit total, de la cote amont ou aval ou d'un paramètre d'une structure
     * @param sVarCalc Nom du paramètre à calculer :
     *                 "Q", "Z1", "Z2" ou "n.X" avec "n" l'index de l'ouvrage et "X" son paramètre
     * @param rInit Valeur initiale
     * @param rPrec Précision attendue
    public Calc(sVarCalc: string, rInit?: number, rPrec: number = 0.001): Result {
        /** @todo Voir pour déclarer le paramètre en calcul dans nub */
        this.getParameter(sVarCalc).valueMode = ParamValueMode.CALCUL;
        const r: Result = super.Calc(sVarCalc, rInit, rPrec);
        // Ajout des résultats complémentaires
        // Cote de fond aval
        r.extraResults.ZF2 = this.prms.ZF1.v - this.prms.If.v * this.prms.L.v;
        // Vitesse débitante
        r.extraResults.Vdeb = this.V(this.prms.Q) / this.prms.B.v / this.prms.Y.v;
        // Froude
        r.extraResults.Fr = r.extraResults.Vdeb / (1 - Math.sqrt(MacroRugo.fracAxAy * this.prms.C.v))
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/ Math.sqrt(MacroRugo.g * this.prms.Y.v); // Vitesse maximale r.extraResults.V = r.extraResults.Vdeb * this.calc_fFr(r.extraResults.Vdeb); // Puissance dissipée r.extraResults.PV = 1000 * MacroRugo.g * this.V(this.prms.Q) / this.prms.B.v * this.prms.If.v; // Type d'écoulement if (this.prms.Y.v / this.prms.PBH.v < 1) { r.extraResults.ENUM_MacroRugoFlowType = MacroRugoFlowType.EMERGENT; } else if (this.prms.Y.v / this.prms.PBH.v < MacroRugo.limitSubmerg) { r.extraResults.ENUM_MacroRugoFlowType = MacroRugoFlowType.QUASI_EMERGENT; } else { r.extraResults.ENUM_MacroRugoFlowType = MacroRugoFlowType.IMMERGE; } // Vitesse et débit du guide technique let cQ: [number, number, number, number]; let cV: [number, number, number]; let hdk: number; if (this.prms.Y.v / this.prms.PBH.v > MacroRugo.limitSubmerg) { cQ = [0.955, 2.282, 0.466, -0.23]; hdk = this.prms.PBH.v; } else { hdk = this.prms.PBD.v; if (Math.abs(this.prms.Cd0.v - 2) < 0.05) { cQ = [0.648, 1.084, 0.56, -0.456]; cV = [3.35, 0.27, 0.53]; } else { cQ = [0.815, 1.45, 0.557, -0.456]; cV = [4.54, 0.32, 0.56]; } } r.extraResults.Q_GuideTech = cQ[0] * Math.pow(this.prms.Y.v / hdk, cQ[1]) * Math.pow(this.prms.If.v, cQ[2]) * Math.pow(this.prms.C.v, cQ[3]) * Math.sqrt(MacroRugo.g * this.prms.PBD.v) * this.prms.PBD.v * this.prms.B.v; if (this.prms.Y.v / this.prms.PBH.v <= MacroRugo.limitSubmerg) { r.extraResults.V_GuideTech = cV[0] * Math.pow(this.prms.Y.v / this.prms.PBD.v, cV[1]) * Math.pow(this.prms.If.v, cQ[2]) * Math.sqrt(MacroRugo.g * this.prms.PBD.v); } return r; } public Equation(sVarCalc: string): Result { const Q = uniroot(this.resolveQ, this, 0, 1E7) * this.prms.B.v; return new Result(Q); } /** * paramétrage de la calculabilité des paramètres */ protected setParametersCalculability() { this.prms.ZF1.calculability = ParamCalculability.FREE; this.prms.L.calculability = ParamCalculability.FREE; this.prms.Ks.calculability = ParamCalculability.FREE; this.prms.B.calculability = ParamCalculability.DICHO; this.prms.If.calculability = ParamCalculability.DICHO; this.prms.Q.calculability = ParamCalculability.EQUATION; this.prms.Y.calculability = ParamCalculability.DICHO; this.prms.C.calculability = ParamCalculability.DICHO; this.prms.PBD.calculability = ParamCalculability.FREE; this.prms.PBH.calculability = ParamCalculability.FREE; this.prms.Cd0.calculability = ParamCalculability.FREE; } /** * Equation from Cassan, L., Laurens, P., 2016. Design of emergent and submerged rock-ramp fish passes. * Knowledge & Management of Aquatic Ecosystems 45. * @param sVarCalc Variable à calculer */ private resolveQ(this: MacroRugo, Q: number): number { // Reset cached variables depending on Q (or not...) this._cache = {};
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/** Longueur (m) */ const L: number = this.prms.L.v; /** Tirant d'eau (m) */ const h: number = this.prms.Y.v; /** Paramètre de bloc : Forme (1 pour rond, 2 pour carré) * drag coefficient of a block considering a single block * infinitely high with F ≪ 1; */ // tslint:disable-next-line:variable-name const Cd0: number = this.prms.Cd0.v; /** Concentration de blocs (-) */ const C: number = this.prms.C.v; /** Paramètre de bloc : Diamètre (m) */ const D: number = this.prms.PBD.v; /** Paramètre de bloc : Hauteur (m) */ const k: number = this.prms.PBH.v; /** Pente (m/m) */ const S: number = this.prms.If.v; const g = MacroRugo.g; const kappa = 0.41; // von Karman constant // U0 = Averaged velocity (m.s-1) this.U0 = Q / this.prms.B.v / h; /** Calulated average velocity */ let uMoy: number; if (h / k > MacroRugo.limitSubmerg) { // Submerged conditions /** Velocity at the bed §2.3.2 Cassan et al., 2016 */ this.u0 = Math.sqrt(2 * g * S * D * this.R / (this.calcCd(this.calc_fFr(this.U0)) * C)); /** turbulent length scale (m) within the blocks layer (alpha_t) */ const alpha = uniroot(this.resolveAlpha_t, this, 1E-6, 100); /** averaged velocity at the top of blocks (m.s-1) */ const uk = this.calcUz(alpha); /** Equation (13) Cassan et al., 2016 */ const d = k - 1 / kappa * alpha * uk / this.ustar; /** Equation (14) Cassan et al., 2016 */ const z0 = (k - d) * Math.exp(- kappa * uk / this.ustar); /** Integral of Equation (12) Cassan et al., 2016 */ // tslint:disable-next-line:variable-name const Qsup = this.ustar / kappa * ( (h - d) * (Math.log((h - d) / z0) - 1) - ((k - d) * (Math.log((k - d) / z0) - 1)) ); // calcul intégrale dans la canopée---- // tslint:disable-next-line:variable-name let Qinf: number = this.u0; let u = this.u0; let uOld: number; const step = 0.1; for (let z = step; z <= 1; z += step) { uOld = u; u = this.calcUz(alpha, z); Qinf += (uOld + u) / 2; } Qinf = Qinf * step * k; // Calcul de u moyen uMoy = (Qinf + Qsup) / k; } else { // Emergent conditions // Resolve equation (4) Cassan et al., 2016 uMoy = uniroot(this.resolveU0, this, 0, 1E7); } return this.U0 - uMoy;
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} private get CdChD(): number { if (this._cache.CdChD !== undefined) { return this._cache.CdChD; } return this.calcCd(1) * this.prms.C.v * this.prms.PBH.v / this.prms.PBD.v; } /** * sigma ratio between the block area in the x, y plane and D2 */ private get sigma(): number { if (this._cache.sigma !== undefined) { return this._cache.sigma; } if (this.prms.Cd0.v === 2) { return 1; } else { return Math.PI / 4; } } private get R(): number { if (this._cache.R !== undefined) { return this._cache.R; } return (1 - this.sigma * this.prms.C.v); } /** * Bed friction coefficient Equation (3) (Cassan et al., 2016) */ private calcCf(U0: number): number { if (this.prms.Ks.v < 1E-6) { // Between Eq (8) and (9) (Cassan et al., 2016) const reynolds = U0 * this.prms.Y.v / MacroRugo.nu; return 0.3164 / 4. * Math.pow(reynolds, -0.25); } else { // Equation (3) (Cassan et al., 2016) return 2 / Math.pow(5.1 * Math.log10(this.prms.Y.v / this.prms.Ks.v - 1) + 6, 2); } } /** * Calculation of Cd : drag coefficient of a block under the actual flow conditions * @param fFr */ private calcCd(fFr: number): number { return this.prms.Cd0.v * (1 + 0.4 / Math.pow(this.prms.Y.v / this.prms.PBD.v, 2)) * fFr; } /** * Calcul de Beta force ratio between drag and turbulent stress (Cassan et al. 2016 eq(8)) * \Beta = (k / alpha_t) (C_d C k / D) / (1 - \sigma C) * @param alpha \alpha_t turbulent length scale (m) within the blocks layer */ private calcBeta(alpha: number): number { return Math.sqrt(this.prms.PBH.v * this.CdChD / alpha / this.R); } /** * Averaged velocity at a given vertical position (m.s-1) * @param alpha turbulent length scale (m) within the blocks layer * @param z dimensionless vertical position z / k */ private calcUz(alpha: number, z: number = 1): number { const beta = this.calcBeta(alpha); // Equation (9) Cassan et al., 2016