diff --git a/spec/nubtest.ts b/spec/nubtest.ts
index d0f0c2f9937060100a4561ec8bf69e09beb80dd9..9b0fc3d6cb37cace172f3c5ff0cea7121e2cb8e1 100644
--- a/spec/nubtest.ts
+++ b/spec/nubtest.ts
@@ -55,7 +55,7 @@ export class NubTest extends Nub {
protected setParametersCalculability() {
this.getParameter('A').calculability = ParamCalculability.DICHO;
this.getParameter('B').calculability = ParamCalculability.DICHO;
- //this.getParameter('C').calculability = ParamCalculability.EQUATION; // TODO
+ this.getParameter('C').calculability = ParamCalculability.EQUATION;
}
get prms(): NubTestParams {
diff --git a/spec/regime_uniforme_circ.spec.ts b/spec/regime_uniforme_circ.spec.ts
index f1d01da151cf9ef963a9369df90ed306e37cf988..57d1987b17c3a406ecfbc13607f67a23fd04b14a 100644
--- a/spec/regime_uniforme_circ.spec.ts
+++ b/spec/regime_uniforme_circ.spec.ts
@@ -25,13 +25,12 @@ describe('Class RegimeUniforme / section circulaire : ', () => {
let ru = new RegimeUniforme(sect);
- // expect(ru.Calc("D", 0, 0.001).vCalc).toBeCloseTo(6, 2);
- expect(ru.Calc("D").vCalc).toBeCloseTo(6, 2);
+ expect(ru.Calc("D", 1e-8).vCalc).toBeCloseTo(6, 2);
});
it('Ks should be 40', () => {
- let paramCnl = new ParamsSectionCirc(6, // diamètre
+ let paramSection = new ParamsSectionCirc(6, // diamètre
0.6613, // tirant d'eau
undefined, // Ks=Strickler
1.2, // Q=Débit
@@ -41,15 +40,15 @@ describe('Class RegimeUniforme / section circulaire : ', () => {
// YCL=Condition limite en cote à l'amont ou à l'aval
);
- let sect = new cSnCirc(undefined, paramCnl);
+ let sect = new cSnCirc(undefined, paramSection);
let ru = new RegimeUniforme(sect);
- expect(ru.Calc("Ks").vCalc).toBeCloseTo(40, 2);
+ expect(ru.Calc("Ks", 1e-8).vCalc).toBeCloseTo(40, 2);
});
it('If should be 0.001', () => {
- let paramCnl = new ParamsSectionCirc(6, // diamètre
+ let paramSection = new ParamsSectionCirc(6, // diamètre
0.6613, // tirant d'eau
40, // Ks=Strickler
1.2, // Q=Débit
@@ -59,7 +58,7 @@ describe('Class RegimeUniforme / section circulaire : ', () => {
// YCL=Condition limite en cote à l'amont ou à l'aval
);
- let sect = new cSnCirc(undefined, paramCnl);
+ let sect = new cSnCirc(undefined, paramSection);
let ru = new RegimeUniforme(sect);
@@ -67,7 +66,7 @@ describe('Class RegimeUniforme / section circulaire : ', () => {
});
it('Q should be 1.2', () => {
- let paramCnl = new ParamsSectionCirc(6, // diamètre
+ let paramSection = new ParamsSectionCirc(6, // diamètre
0.6613, // tirant d'eau
40, // Ks=Strickler
undefined, // Q=Débit
@@ -77,7 +76,7 @@ describe('Class RegimeUniforme / section circulaire : ', () => {
// YCL=Condition limite en cote à l'amont ou à l'aval
);
- let sect = new cSnCirc(undefined, paramCnl);
+ let sect = new cSnCirc(undefined, paramSection);
let ru = new RegimeUniforme(sect);
@@ -85,7 +84,7 @@ describe('Class RegimeUniforme / section circulaire : ', () => {
});
it('Y should be 0.6613', () => {
- let paramCnl = new ParamsSectionCirc(6, // diamètre
+ let paramSection = new ParamsSectionCirc(6, // diamètre
undefined, // tirant d'eau
40, // Ks=Strickler
1.2, // Q=Débit
@@ -95,7 +94,7 @@ describe('Class RegimeUniforme / section circulaire : ', () => {
// YCL=Condition limite en cote à l'amont ou à l'aval
);
- let sect = new cSnCirc(undefined, paramCnl);
+ let sect = new cSnCirc(undefined, paramSection);
let ru = new RegimeUniforme(sect);
diff --git a/spec/regime_uniforme_puissance.spec.ts b/spec/regime_uniforme_puissance.spec.ts
index e19d0db26aad494c7017f140cf2681f61e97f0c4..a210c33d7847248d95c410f873cb0bfe8305795a 100644
--- a/spec/regime_uniforme_puissance.spec.ts
+++ b/spec/regime_uniforme_puissance.spec.ts
@@ -64,7 +64,7 @@ describe('Class RegimeUniforme / section puissance: ', () => {
let ru = new RegimeUniforme(sect, false);
- expect(ru.Calc("Ks").vCalc).toBeCloseTo(33.774, 2);
+ expect(ru.Calc("Ks", 1e-8).vCalc).toBeCloseTo(33.774, 2);
});
diff --git a/spec/regime_uniforme_rect.spec.ts b/spec/regime_uniforme_rect.spec.ts
index 5472c9ce5546ce5672a8b995cadd6ba3276fafa9..36347bda0032728015c7d401b822991f010d77ed 100644
--- a/spec/regime_uniforme_rect.spec.ts
+++ b/spec/regime_uniforme_rect.spec.ts
@@ -44,7 +44,7 @@ describe('Class RegimeUniforme / section rectangulaire : ', () => {
let sect = new cSnRectang(undefined, prms);
let ru = new RegimeUniforme(sect);
- expect(ru.Calc("Ks").vCalc).toBeCloseTo(30.618, precDigits);
+ expect(ru.Calc("Ks", 1e-8).vCalc).toBeCloseTo(30.618, precDigits);
});
it('If should be 0.001', () => {
@@ -101,8 +101,8 @@ describe('Class RegimeUniforme / section rectangulaire : ', () => {
it('Y should be 0.663', () => {
let prms = new ParamsSectionRectang(undefined, // tirant d'eau
+ 2.5, // largeur de fond
40, // Ks=Strickler
- 2.5, // largeur de fond
1.2, // Q=Débit
0.001, // If=pente du fond
precDist, // précision
diff --git a/spec/regime_uniforme_trapeze.spec.ts b/spec/regime_uniforme_trapeze.spec.ts
index 2b3a76772459e8d69489a7356d94169566b36842..c49878910bc034fa147b98806ed1945e65b6096c 100644
--- a/spec/regime_uniforme_trapeze.spec.ts
+++ b/spec/regime_uniforme_trapeze.spec.ts
@@ -62,7 +62,7 @@ describe('Class RegimeUniforme / section trapèze: ', () => {
let sect = new cSnTrapez(undefined, prms);
let ru = new RegimeUniforme(sect);
- expect(ru.Calc("Ks").vCalc).toBeCloseTo(24.14, precDigits);
+ expect(ru.Calc("Ks", 1e-8).vCalc).toBeCloseTo(24.14, precDigits);
});
it('If should be 0.001', () => {
diff --git a/spec/section_param_rect_fluvial.spec.ts b/spec/section_param_rect_fluvial.spec.ts
index 0371cd946f12db05320517e3f02efcadd6752b3a..488453f098b21a096c4defee783aa5bfa35910c3 100644
--- a/spec/section_param_rect_fluvial.spec.ts
+++ b/spec/section_param_rect_fluvial.spec.ts
@@ -7,19 +7,23 @@ import { ParamsSectionRectang, cSnRectang } from "../src/section/section_rectang
let paramSection: ParamsSectionRectang;
let sect: cSnRectang;
+function createSection(prec: number): cSnRectang {
+ paramSection = new ParamsSectionRectang(0.8, // tirant d'eau
+ 2.5, // largeur de fond
+ 40, // Ks=Strickler
+ 1.2, // Q=Débit
+ 0.001, // If=pente du fond
+ prec, // précision
+ 1 // YB= hauteur de berge
+ // YCL=Condition limite en cote à l'amont ou à l'aval
+ );
+
+ return new cSnRectang(undefined, paramSection);
+}
+
describe('Section paramétrée rectangulaire : ', () => {
beforeEach(() => {
- paramSection = new ParamsSectionRectang(0.8, // tirant d'eau
- 2.5, // largeur de fond
- 40, // Ks=Strickler
- 1.2, // Q=Débit
- 0.001, // If=pente du fond
- precDist, // précision
- 1 // YB= hauteur de berge
- // YCL=Condition limite en cote à l'amont ou à l'aval
- );
-
- sect = new cSnRectang(undefined, paramSection);
+ sect = createSection(precDist);
});
describe('fluvial :', () => {
@@ -90,13 +94,13 @@ describe('Section paramétrée rectangulaire : ', () => {
// perte de charge
it('J should equal to 0.00059', () => {
- paramSection.Prec.v = 0.00001;
+ sect = createSection(0.00001);
expect(sect.Calc_J()).toBeCloseTo(0.00059, precDigits);
});
// Variation linéaire de l'énergie spécifique
it('I-J should equal to 0.00041', () => {
- paramSection.Prec.v = 0.00001;
+ sect = createSection(0.00001);
expect(sect.Calc("I-J")).toBeCloseTo(0.00041, precDigits);
});
diff --git a/spec/section_param_trapez_fluvial.spec.ts b/spec/section_param_trapez_fluvial.spec.ts
index 352641e7b410f9549a3c04b03418ba5f6ba3f30f..896fdc87b11c6d5b17f46b3a2104806dd8aacf31 100644
--- a/spec/section_param_trapez_fluvial.spec.ts
+++ b/spec/section_param_trapez_fluvial.spec.ts
@@ -7,20 +7,24 @@ import { ParamsSectionTrapez, cSnTrapez } from "../src/section/section_trapez";
let paramSection: ParamsSectionTrapez;
let sect: cSnTrapez;
+function createSection(prec: number): cSnTrapez {
+ paramSection = new ParamsSectionTrapez(2.5, // largeur de fond
+ 0.56, // fruit
+ 0.8, // tirant d'eau
+ 40, // Ks=Strickler
+ 1.2, // Q=Débit
+ 0.001, // If=pente du fond
+ precDist, // précision
+ 1 // YB= hauteur de berge
+ // YCL=Condition limite en cote à l'amont ou à l'aval
+ );
+
+ return new cSnTrapez(undefined, paramSection);
+}
+
describe('Section paramétrée trapèze : ', () => {
beforeEach(() => {
- paramSection = new ParamsSectionTrapez(2.5, // largeur de fond
- 0.56, // fruit
- 0.8, // tirant d'eau
- 1.2, // Q=Débit
- 40, // Ks=Strickler
- 0.001, // If=pente du fond
- precDist, // précision
- 1 // YB= hauteur de berge
- // YCL=Condition limite en cote à l'amont ou à l'aval
- );
-
- sect = new cSnTrapez(undefined, paramSection);
+ sect = createSection(precDist);
});
describe('fluvial :', () => {
@@ -91,7 +95,7 @@ describe('Section paramétrée trapèze : ', () => {
// perte de charge
it('J should equal to 0.00036', () => {
- paramSection.Prec.v = 0.00001;
+ let sect = createSection(0.00001);
expect(sect.Calc_J()).toBeCloseTo(0.00036, precDigits);
});
diff --git a/src/param.ts b/src/param.ts
index 86e2d429fdfbb6cb2cd655eb72840d52ae39f655..8d8a751ae5b71c6e38934816b023a1a836aa9955 100644
--- a/src/param.ts
+++ b/src/param.ts
@@ -189,6 +189,10 @@ export class ParamDefinition {
this._value = val;
}
+ get uncheckedValue() {
+ return this._value;
+ }
+
private checkValue(v: number) {
let sDomain = ParamDomainValue[this._domain.value];
@@ -252,6 +256,12 @@ export class ParamDefinition {
this._savedValue = undefined;
}
*/
+
+ toString(): string {
+ if (this.isDefined())
+ return "" + this._value;
+ return "undefined";
+ }
}
diff --git a/src/section/section_circulaire.ts b/src/section/section_circulaire.ts
index e32b23467c8bef34d7471c32119a9570e78f508f..ee0ddbb888eb74c44a5065020b5f8b933b9dd7e2 100644
--- a/src/section/section_circulaire.ts
+++ b/src/section/section_circulaire.ts
@@ -77,7 +77,8 @@ export class cSnCirc extends acSection {
private isDebordement(): boolean {
// return this.prms.Y.v > Math.min(this.prms.YB.v, this.prms.D.v);
//return this.valeurYDebordement() > 0;
- return this.prms.Y.v >= this.prms.D.v || this.prms.Y.v >= this.prms.YB.v
+ // return this.prms.Y.v >= this.prms.D.v || this.prms.Y.v >= this.prms.YB.v
+ return this.prms.Y.v > this.prms.D.v || this.prms.Y.v > this.prms.YB.v
}
/**
diff --git a/src/section/section_type.ts b/src/section/section_type.ts
index 95c1b01fc4906c8eda338e32129c02389e849241..e8eb850893b9f74bf41e22a5480fefd4f1de763d 100644
--- a/src/section/section_type.ts
+++ b/src/section/section_type.ts
@@ -221,8 +221,8 @@ export abstract class acSection extends ComputeNode {
*/
private Swap(bMem) {
if (bMem) {
- this.debug('save Y=' + this.prms.Y.v);
- this.Y_old = this.prms.Y.v;
+ this.debug('save Y=' + this.prms.Y.toString());
+ this.Y_old = this.prms.Y.uncheckedValue;
this.Calc_old = this.arCalc;
}
else {
@@ -241,9 +241,10 @@ export abstract class acSection extends ComputeNode {
*/
Calc(sDonnee: string, rY: number = undefined): number {
this.debug("in Calc(" + sDonnee + ", rY = " + rY + ") old " + sDonnee + "= " + this.arCalc[sDonnee]);
- this.debug("this.Y=" + this.prms.Y.v);
+ this.debug("this.Y=" + this.prms.Y.toString());
- if (rY != undefined && rY != this.prms.Y.v) {
+ //if (rY != undefined && rY != this.prms.Y.v) {
+ if (rY != undefined && (!this.prms.Y.isDefined() || rY != this.prms.Y.v)) {
this.prms.Y.v = rY;
// On efface toutes les données dépendantes de Y pour forcer le calcul
this.Reset(false);
@@ -276,7 +277,7 @@ export abstract class acSection extends ComputeNode {
else
this.debug("Calc(" + sDonnee + ") cache= " + this.arCalc[sDonnee]);
- this.debug('this.Y=' + this.prms.Y.v);
+ this.debug('this.Y=' + this.prms.Y.toString());
return this.arCalc[sDonnee];
}
@@ -289,7 +290,7 @@ export abstract class acSection extends ComputeNode {
*/
CalcGeo(sDonnee): number {
this.debug("in CalcGeo(" + sDonnee + ') old ' + sDonnee + '=' + this.arCalcGeo[sDonnee]);
- this.debug('this.Y=' + this.prms.Y.v);
+ this.debug('this.Y=' + this.prms.Y.toString());
// if (sDonnee != 'B' && !this.arCalcGeo['B']) {
if (sDonnee != 'B' && this.arCalcGeo['B'] == undefined) {
@@ -329,7 +330,7 @@ export abstract class acSection extends ComputeNode {
else
this.debug("CalcGeo(" + sDonnee + ") cache= " + this.arCalcGeo[sDonnee]);
- this.debug('this.Y=' + this.prms.Y.v);
+ this.debug('this.Y=' + this.prms.Y.toString());
return this.arCalcGeo[sDonnee];
}