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📄 bottom_stress.c

📁 波浪数值模拟
💻 C
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/* * Copyright (c) 2001-2005 Falk Feddersen * * This program is free software; you can redistribute it and/or modify * it under the terms of the GNU General Public License as published by * the Free Software Foundation; either version 2 of the License, or * (at your option) any later version. * * This program is distributed in the hope that it will be useful, * but WITHOUT ANY WARRANTY; without even the implied warranty of * MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the * GNU General Public License for more details. * * You should have received a copy of the GNU General Public License * along with this program; if not, write to the Free Software * Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA  02111-1307  USA * *//* bottom_stress.c   Falk Feddersen */       #include <math.h>#include "bottom_stress.h"double c_d;void  init_bottom_stress(double cd)  //bottom_stressinfo_t *S, int nx, int ny){  c_d =  -1.0 * cd;   //0.003;   /* need the minus sign here */}void  deallocate_bottom_stress(){}/*  TAUBX, TAUBY =  -(1/h) * cd * sqrt(V^2+U^2)*(U,V)  - note the normalization by depth and minus sign    TAUBX has dimensions  (NX-2,M), &  TAUBY = (NX-1,M)     U = (NX,M),   V(NX+1,M)   HBX = (NX,M),   HBY(NX+1,M)   ETABX = (NX,M),   ETABY(NX-1,M)*/void  rhs_uvmom_bottom_stress(field2D *TAUBX, field2D *TAUBY, const field2D *U, const field2D *V, const field2D *HBX, const field2D *HBY,                               const field2D *ETABX, const field2D *ETABY){  const int M = TAUBX->M;  const int MN = M-1;  int NTX = TAUBX->N;  //  int NTY = TAUBY->N;  int i,j,jp;  double Uavg, Vavg;  double speedu, speedv;  const double *ud; //, *udm;     //, *udp, *udmp;  const double *vd; //, *vdp;     // *vddn;  double Uij;  //, Uimj, Uijp, Uimjp;  double Vij;  //, Vipj, Vijm, Vipjm;  double depthx, depthy;  const double *hbxd = &(HBX->data[M]);  const double *hbyd = &(HBY->data[M]);      // because HBY has dimensions (NX+1,M)  const double *etabxd = &(ETABX->data[M]);  // bring in one index in i       const double *etabyd = ETABY->data;        // this is ok  double *taubxd = TAUBX->data;  double *taubyd = TAUBY->data;  ud = &(U->data[M]);  //  udm = &(U->data[0]);  vd = &(V->data[M]);  //  vdp = &(V->data[2*M]);  for (i=1;i<=NTX;i++) {    //    j=0;    //    jp=1;    Uij = *ud;    Vij = *vd;    Uavg = 0.25*( *ud +  *(ud-M) + *(ud+1) + *(ud-M+1)) ; // Uij+ Uimj + Uijp + Uimjp);  // (Uij+ Uimj + Uijp + Uimjp);    Vavg = 0.25*( *vd + *(vd+M) + *(vd+MN) + *(vd+MN) );  //(Vij+ Vipj +DR2(VV,i,jm)+DR2(VV,i+1,jm));  // (Vij+ Vipj +DR2(VV,i,jm)+DR2(VV,i+1,jm));    speedu = sqrt(SQR(Vavg) + SQR(Uij));    speedv = sqrt(SQR(Uavg) + SQR(Vij));    depthx = ( *hbxd++ + *etabxd++);    depthy = ( *hbyd++ + *etabyd++);    *taubxd++  = c_d*speedu*Uij/ (depthx);           /* this is the pointer version */    *taubyd++  = c_d*speedv*Vij/ (depthy);    ud++;    vd++;    for (j=1;j<M-1;j++){      Uij = *ud;      Vij = *vd;      Uavg = 0.25*( *ud +  *(ud-M) + *(ud+1) + *(ud-M+1)) ; // Uij+ Uimj + Uijp + Uimjp);  // (Uij+ Uimj + Uijp + Uimjp);      Vavg = 0.25*( *vd + *(vd+M) + *(vd-1) + *(vd+M-1) );  //(Vij+ Vipj +DR2(VV,i,jm)+DR2(VV,i+1,jm));  // (Vij+ Vipj +DR2(VV,i,jm)+DR2(VV,i+1,jm));      speedu = sqrt(SQR(Vavg) + SQR(Uij));      speedv = sqrt(SQR(Uavg) + SQR(Vij));      depthx = ( *hbxd++ + *etabxd++);      depthy = ( *hbyd++ + *etabyd++);      *taubxd++  = c_d*speedu*Uij/ (depthx);           /* this is the pointer version */      *taubyd++  = c_d*speedv*Vij/ (depthy);      ud++;      vd++;    }    Uij = *ud;    Vij = *vd;    Uavg = 0.25*( *ud +  *(ud-M) + *(ud-MN) + *(ud-M-MN)) ; // Uij+ Uimj + Uijp + Uimjp);  // (Uij+ Uimj + Uijp + Uimjp);    Vavg = 0.25*( *vd + *(vd+M) + *(vd-1) + *(vd+M-1) );  //(Vij+ Vipj +DR2(VV,i,jm)+DR2(VV,i+1,jm));  // (Vij+ Vipj +DR2(VV,i,jm)+DR2(VV,i+1,jm));    speedu = sqrt(SQR(Vavg) + SQR(Uij));    speedv = sqrt(SQR(Uavg) + SQR(Vij));    depthx = ( *hbxd++ + *etabxd++);    depthy = ( *hbyd++ + *etabyd++);    *taubxd++  = c_d*speedu*Uij/ (depthx);           /* this is the pointer version */    *taubyd++  = c_d*speedv*Vij/ (depthy);    ud++;    vd++;  }  i = NTX+1;    /* This is at the offshore boundary */  for (j=0;j<M-1;j++){    Vij = *vd;    Uavg = 0.25*( *ud +  *(ud-M) + *(ud+1) + *(ud-M+1)) ; // Uij+ Uimj + Uijp + Uimjp);  // (Uij+ Uimj + Uijp + Uimjp);    speedv = sqrt(SQR(Uavg) + SQR(Vij));    depthy = ( *hbyd++ + *etabyd++);    *taubyd++ = c_d*speedv*Vij/ (depthy);    ud++;    vd++;  }  j=M-1;  jp=0;  Vij = *vd;  Uavg = 0.25*( *ud +  *(ud-M) + *(ud-MN) + *(ud-M-MN)) ; // Uij+ Uimj + Uijp + Uimjp);  // (Uij+ Uimj + Uijp + Uimjp);  speedv = sqrt(SQR(Uavg) + SQR(Vij));  depthy = ( *hbyd++ + *etabyd++);  *taubyd++ = c_d*speedv*Vij/(depthy);}/* report on bottom stress stability parameters by doing a linearlized rayliegh friction analysis */void  bottom_stress_stability_report( double Umax, double min_h0, double dt ){    // find the largest S_u, find smallest h     double Su;   Su = fabs(c_d * Umax *dt/min_h0);     // < 0.96 (AB2)  fprintf(stderr,"Su # = %g  : ",Su);   if (Su>0.95)      fprintf(stderr,"Warning: model may be Rayleigh Friction unstable\n");   else      fprintf(stderr,"Rayleigh friction OK\n");      }

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