/* autogenerated from "macros/Hydraulics/PerteDP.sci" */ function PerteDP() { PerteDP.prototype.define = function PerteDP() { model = scicos_model(); model.in1 = [1]; model.out = [1]; this.L = 10; this.D = 0.2; this.lambda = 0.03; this.z1 = 0; this.z2 = 0; this.p_rho = 0; model.rpar = [[this.L],[this.D],[this.lambda],[this.z1],[this.z2],[this.p_rho]]; model.sim = "PerteDP"; model.blocktype = "c"; model.dep_ut = [true,false]; mo = modelica(); mo.model = "PerteDP"; mo.inputs = "C1"; mo.outputs = "C2"; mo.parameters = list([["L"],["D"],["lambda"],["z1"],["z2"],["p_rho"]],[[this.L],[this.D],[this.lambda],[this.z1],[this.z2],[this.p_rho]]); model.equations = mo; model.in1 = ones(size(mo.inputs,"*"),1); model.out = ones(size(mo.outputs,"*"),1); exprs = [[string(this.L)],[string(this.D)],[string(this.lambda)],[string(this.z1)],[string(this.z2)],[string(this.p_rho)]]; gr_i = []; this.x = standard_define([2,1],model,exprs,list(gr_i,0)); this.x.graphics.in_implicit = ["I"]; this.x.graphics.out_implicit = ["I"]; return new BasicBlock(this.x); } PerteDP.prototype.details = function PerteDP() { return this.x; } PerteDP.prototype.get = function PerteDP() { var options = { L:["Longueur du tube : L (m)",this.L], D:["Diamètre interne du tube : D (m)",this.D], lambda:["Coefficient de perte de charge-frottement(S.U) : lambda",this.lambda], z1:["Altitude entrée tuyauterie : z1 (m)",this.z1], z2:["Altitude sortie tuyauterie : z2 (m)",this.z2], p_rho:["Si >0, masse volumique imposée fu fluide : p_rho (kg/m3)",this.p_rho], } return options; } PerteDP.prototype.set = function PerteDP() { this.L = parseFloat((arguments[0]["L"])) this.D = parseFloat((arguments[0]["D"])) this.lambda = parseFloat((arguments[0]["lambda"])) this.z1 = parseFloat((arguments[0]["z1"])) this.z2 = parseFloat((arguments[0]["z2"])) this.p_rho = parseFloat((arguments[0]["p_rho"])) this.x = arg1; graphics = arg1.graphics; exprs = graphics.exprs; model = arg1.model; while (true) { [ok,this.L,this.D,this.lambda,this.z1,this.z2,this.p_rho,exprs] = scicos_getvalue("Parametres du tuyau",["Longueur du tube : L (m)","Diamètre interne du tube : D (m)","Coefficient de perte de charge-frottement(S.U) : lambda","Altitude entrée tuyauterie : z1 (m)","Altitude sortie tuyauterie : z2 (m)","Si >0, masse volumique imposée fu fluide : p_rho (kg/m3)"],list("vec",-1,"vec",-1,"vec",-1,"vec",-1,"vec",-1,"vec",-1),exprs); if (!ok) { break; } model.rpar = [[this.L],[this.D],[this.lambda],[this.z1],[this.z2],[this.p_rho]]; model.equations.parameters[2-1] = list(this.L,this.D,this.lambda,this.z1,this.z2,this.p_rho); graphics.exprs = exprs; this.x.graphics = graphics; this.x.model = model; break; } return new BasicBlock(this.x); } }