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MainMWM.c
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MainMWM.c
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/*
* SUMMARY: MainMWM.c - Mass Wasting Module
* USAGE: MWM
*
* AUTHOR: Colleen O. Doten/Laura Bowling
* ORG: University of Washington, Department of Civil Engineering
* E-MAIL: dhsvm@hydro.washington.edu
* ORIG-DATE: Sep-02
* Last Change: Thu Jun 19 09:27:02 2003 by Ed Maurer <edm@u.washington.edu>
* DESCRIPTION: Main routine to drive MWM - the Mass Wasting Module for DHSVM
* DESCRIP-END.
* FUNCTIONS: main()
* COMMENTS:
*/
/******************************************************************************/
/* INCLUDES */
/******************************************************************************/
#include <stdio.h>
#include <stdlib.h>
#include <string.h>
#include <math.h>
#include "settings.h"
#include "Calendar.h"
#include "getinit.h"
#include "DHSVMerror.h"
#include "data.h"
#include "fileio.h"
#include "functions.h"
#include "constants.h"
#include "DHSVMChannel.h"
#include "slopeaspect.h"
#define BUFSIZE 255
#define empty(s) !(s)
void enqueue(node **head, node **tail, int y, int x);
void dequeue(node **head, node **tail, int *y, int *x);
/******************************************************************************/
/* MAIN */
/******************************************************************************/
void MainMWM(SEDPIX **SedMap, FINEPIX ***FineMap, VEGTABLE *VType,
SEDTABLE *SedType, CHANNEL *ChannelData, char *DumpPath,
SOILPIX **SoilMap, TIMESTRUCT *Time, MAPSIZE *Map,
TOPOPIX **TopoMap, SOILTABLE *SType, VEGPIX **VegMap,
int MaxStreamID, SNOWPIX **SnowMap)
{
int x,y,xx,yy,i,j,ii,jj,k,iter; /* Counters. */
int coursei, coursej;
int nextx, nexty;
int prevx, prevy;
int numfailedpixels;
int numlikelyfailedpixels;
int numfailures;
float avgnumfailures;
float avgpixperfailure;
float failure_threshold = 0.0;
char buffer[32];
char sumoutfile[100]; /* Character array to hold file name. */
int **failure;
float factor_safety;
float LocalSlope;
FILE *fs; /* File pointer. */
int numpixels;
int cells, count, checksink;
int massitertemp; /* if massiter is 0, sets the counter to 1 here */
float TotalVolume;
node *head, *tail;
float SlopeAspect, SedimentToChannel;
float *SegmentSediment; /* The cumulative sediment content over all stochastic
iterations for each channel segment. */
float **SegmentSedimentm; /* The cumulative sediment mass over all stochastic
iterations for each channel segment. */
float *InitialSegmentSediment; /* Placeholder of segment sediment load at
beginning of time step. */
float **InitialSegmentSedimentm; /* Placeholder of segment sediment mass at
beginning of time step. */
float **SedThickness; /* Cumulative sediment depth over all stochastic
iterations for each pixel. */
float **InitialSediment; /* Place holder of pixel sediment load at beginning of
time step. */
float SedToDownslope; /* Sediment wasted from a pixel, awaiting redistribution */
float SedFromUpslope; /* Wasted sediment being redistributed */
float FineMapTableDepth; /* Fine grid water table depth (m) */
float TableDepth; /* Coarse grid water table depth (m) */
float FineMapSatThickness; /* Fine grid saturated thickness (m) */
float **Redistribute, **TopoIndex, **TopoIndexAve;
int firsti, firstj;
head = NULL;
tail = NULL;
/*****************************************************************************
Allocate memory for Soil Moisture Redistribution
****************************************************************************/
if (!(Redistribute = (float **)calloc(Map->NY, sizeof(float *))))
ReportError("MainMWM", 1);
for(i=0; i<Map->NY; i++) {
if (!(Redistribute[i] = (float *)calloc(Map->NX, sizeof(float))))
ReportError("MainMWM", 1);
}
if (!(TopoIndex = (float **)calloc(Map->NY, sizeof(float *))))
ReportError("MainMWM", 1);
for(i=0; i<Map->NY; i++) {
if (!(TopoIndex[i] = (float *)calloc(Map->NX, sizeof(float))))
ReportError("MainMWM", 1);
}
if (!(TopoIndexAve = (float **)calloc(Map->NY, sizeof(float *))))
ReportError("MainMWM", 1);
for(i=0; i<Map->NY; i++) {
if (!(TopoIndexAve[i] = (float *)calloc(Map->NX, sizeof(float))))
ReportError("MainMWM", 1);
}
/* Redistribute soil moisture from coarse grid to fine grid. The is done similarly
to Burton, A. and J.C. Bathurst, 1998, Physically based modelling of shallow
landslide sediment yield as a catchment scale, Environmental Geology,
35 (2-3), 89-99.*/
for (i = 0; i < Map->NY; i++) {
for (j = 0; j < Map->NX; j++) {
/* Check to make sure region is in the basin. */
if (INBASIN(TopoMap[i][j].Mask)) {
/* Step over each fine resolution cell within the model grid cell. */
for(ii=0; ii< Map->DY/Map->DMASS; ii++) { /* Fine resolution counters. */
for(jj=0; jj< Map->DX/Map->DMASS; jj++) {
y = (int) i*Map->DY/Map->DMASS + ii;
x = (int) j*Map->DX/Map->DMASS + jj;
TopoIndex[i][j] += (*FineMap[y][x]).TopoIndex;
}
}
/* TopoIndexAve is the TopoIndex for the coarse grid calculated as the average of the
TopoIndex of the fine grids in the coarse grid. */
TopoIndexAve[i][j] = TopoIndex[i][j]/Map->NumFineIn;
}
}
}
FineMapSatThickness = 0.;
for (i = 0; i < Map->NY; i++) {
for (j = 0; j < Map->NX; j++) {
if (INBASIN(TopoMap[i][j].Mask)) {
TableDepth = SoilMap[i][j].TableDepth;
/* Do not want to distribute ponded water */
if (TableDepth < 0.)
TableDepth = 0.;
for(ii=0; ii< Map->DY/Map->DMASS; ii++) {
for(jj=0; jj< Map->DX/Map->DMASS; jj++) {
y = (int) i*Map->DY/Map->DMASS + ii;
x = (int) j*Map->DX/Map->DMASS + jj;
if (SoilMap[i][j].Depth > SoilMap[i][j].TableDepth){
FineMapTableDepth = TableDepth +
((TopoIndexAve[i][j]-(*FineMap[y][x]).TopoIndex)/
SType[SoilMap[i][j].Soil - 1].KsLatExp);
if (FineMapTableDepth < 0.) {
(*FineMap[y][x]).SatThickness = (*FineMap[y][x]).sediment;
}
else if (FineMapTableDepth > (*FineMap[y][x]).sediment)
(*FineMap[y][x]).SatThickness = 0.;
else
(*FineMap[y][x]).SatThickness = (*FineMap[y][x]).sediment -
FineMapTableDepth;
}
else (*FineMap[y][x]).SatThickness = 0.;
FineMapSatThickness += (*FineMap[y][x]).SatThickness;
if ((ii== Map->DY/Map->DMASS - 1) & (jj== Map->DX/Map->DMASS - 1)){
/* Calculating the difference between the volume of water distributed
(only saturated) and available volume of water (m3)*/
Redistribute[i][j] = (Map->DY * Map->DX *
(SoilMap[i][j].Depth - TableDepth)) -
(FineMapSatThickness*Map->DMASS*Map->DMASS);
FineMapSatThickness = 0.;
}
}
}
}
}
}
/* Redistribute volume difference. Start with cells with too much water. */
for (i = 0; i < Map->NY; i++) {
for (j = 0; j < Map->NX; j++) {
if (INBASIN(TopoMap[i][j].Mask)) {
if (Redistribute[i][j]< -25.){
for (k = 0; k < Map->NumFineIn; k++) {
y = TopoMap[i][j].OrderedTopoIndex[k].y;
x = TopoMap[i][j].OrderedTopoIndex[k].x;
yy = TopoMap[i][j].OrderedTopoIndex[(Map->NumFineIn)-k-1].y;
xx = TopoMap[i][j].OrderedTopoIndex[(Map->NumFineIn)-k-1].x;
/* Convert sat thickness to a volume */
(*FineMap[y][x]).SatThickness *= (Map->DMASS)*(Map->DMASS);
/* Add to volume based on amount to be redistributed */
(*FineMap[y][x]).SatThickness += Redistribute[i][j] *
((*FineMap[yy][xx]).TopoIndex/TopoIndex[i][j]);
/* Convert back to thickness (m)*/
(*FineMap[y][x]).SatThickness /= (Map->DMASS)*(Map->DMASS);
}
}
}
}
}
/* Redistribute volume difference for cells with too little water.*/
for (i = 0; i < Map->NY; i++) {
for (j = 0; j < Map->NX; j++) {
if (INBASIN(TopoMap[i][j].Mask)) {
for(ii=0; ii< Map->DY/Map->DMASS; ii++) {
for(jj=0; jj< Map->DX/Map->DMASS; jj++) {
y = (int) i*Map->DY/Map->DMASS + ii;
x = (int) j*Map->DX/Map->DMASS + jj;
if (Redistribute[i][j] > 25.){
/* Convert sat thickness to a volume */
(*FineMap[y][x]).SatThickness *= (Map->DMASS)*(Map->DMASS);
/* Add to volume based on amount to be redistributed */
(*FineMap[y][x]).SatThickness += Redistribute[i][j] *
((*FineMap[y][x]).TopoIndex/TopoIndex[i][j]);
/* Convert back to thickness (m)*/
(*FineMap[y][x]).SatThickness /= (Map->DMASS)*(Map->DMASS);
}
if ((Redistribute[i][j] > 25.)||(Redistribute[i][j]< -25.)){
if ((*FineMap[y][x]).SatThickness > (*FineMap[y][x]).sediment)
(*FineMap[y][x]).SatThickness = (*FineMap[y][x]).sediment;
else if ((*FineMap[y][x]).SatThickness < 0.)
(*FineMap[y][x]).SatThickness = 0.;
}
}
}
}
}
}
for(i=0; i<Map->NY; i++) {
free(Redistribute[i]);
free(TopoIndex[i]);
free(TopoIndexAve[i]);
}
free(Redistribute);
free(TopoIndex);
free(TopoIndexAve);
/*****************************************************************************
Allocate memory for ensemble calculations
*****************************************************************************/
if (!(failure = (int **)calloc(Map->NYfine, sizeof(int *))))
ReportError("MainMWM", 1);
for(i=0; i<Map->NYfine; i++) {
if (!(failure[i] = (int *)calloc(Map->NXfine, sizeof(int))))
ReportError("MainMWM", 1);
}
if (!(SedThickness = (float **)calloc(Map->NYfine, sizeof(float *))))
ReportError("MainMWM", 1);
for(i=0; i<Map->NYfine; i++) {
if (!(SedThickness[i] = (float *)calloc(Map->NXfine, sizeof(float))))
ReportError("MainMWM", 1);
}
if (!(InitialSediment = (float **)calloc(Map->NYfine, sizeof(float *))))
ReportError("MainMWM", 1);
for(i=0; i<Map->NYfine; i++) {
if (!(InitialSediment[i] = (float *)calloc(Map->NXfine, sizeof(float))))
ReportError("MainMWM", 1);
}
if (!(SegmentSediment = (float *)calloc(MaxStreamID, sizeof(float ))))
ReportError("MainMWM", 1);
if (!(SegmentSedimentm = (float **)calloc(MaxStreamID, sizeof(float *))))
ReportError("MainMWM", 1);
for(i=1; i<MaxStreamID+1; i++) {
if (!(SegmentSedimentm[i] = (float *)calloc(NSEDSIZES, sizeof(float))))
ReportError("MainMWM", 1);
}
if (!(InitialSegmentSediment = (float *)calloc(MaxStreamID, sizeof(float ))))
ReportError("MainMWM", 1);
if (!(InitialSegmentSedimentm = (float **)calloc(MaxStreamID, sizeof(float *))))
ReportError("MainMWM", 1);
for(i=1; i<MaxStreamID+1; i++) {
if (!(InitialSegmentSedimentm[i] = (float *)calloc(NSEDSIZES, sizeof(float))))
ReportError("MainMWM", 1);
}
/* Initialize arrays. */
for (y = 0; y < Map->NY; y++) {
for (x = 0; x < Map->NX; x++) {
if (INBASIN(TopoMap[y][x].Mask)) {
for(ii=0; ii< Map->DY/Map->DMASS; ii++) { /* Fine resolution counters. */
for(jj=0; jj< Map->DX/Map->DMASS; jj++) {
yy = (int) y*Map->DY/Map->DMASS + ii;
xx = (int) x*Map->DX/Map->DMASS + jj;
InitialSediment[yy][xx] = (*FineMap[yy][xx]).sediment;
(*FineMap[yy][xx]).Probability = 0.;
(*FineMap[yy][xx]).MassWasting = 0.;
(*FineMap[yy][xx]).MassDeposition = 0.;
(*FineMap[yy][xx]).SedimentToChannel = 0.;
}
}
}
}
}
initialize_sediment_mass(ChannelData->streams, InitialSegmentSedimentm);
update_sediment_array(ChannelData->streams, InitialSegmentSediment, InitialSegmentSedimentm);
/************************************************************************/
/* Begin iteration for multiple ensembles. */
/************************************************************************/
/* sloppy fix for when MASSITER=0 -- this only needs to be checked once */
if(MASSITER==0) massitertemp=1;
else massitertemp=MASSITER;
numfailures = 0;
for(iter=0; iter < massitertemp; iter++) {
printf("iter=%d\n",iter);
/************************************************************************/
/* Begin factor of safety code. */
/************************************************************************/
for(i=0; i<Map->NY; i++) {
for(j=0; j<Map->NX; j++) {
if (INBASIN(TopoMap[i][j].Mask)) {
for(ii=0; ii<Map->DY/Map->DMASS; ii++) {
for(jj=0; jj<Map->DX/Map->DMASS; jj++) {
y = i*Map->DY/Map->DMASS + ii;
x = j*Map->DX/Map->DMASS + jj;
coursei = i;
coursej = j;
firsti=y;
firstj=x;
/* Don't allow failures that will propagate outside the basin. */
/* Fine mask is optional, so they still may occur. */
if(INBASIN((*FineMap[y][x]).Mask)) {
checksink = 0;
numpixels = 0;
SedToDownslope = 0.0;
SedFromUpslope = 0.0;
SedimentToChannel = 0.0;
/* First check for original failure. */
if((*FineMap[y][x]).SatThickness/SoilMap[i][j].Depth > MTHRESH && failure[y][x] == 0
&& (*FineMap[y][x]).sediment > 0.0) {
LocalSlope = ElevationSlope(Map, TopoMap, FineMap, y, x, &nexty, &nextx, y, x, &SlopeAspect);
if(LocalSlope >= 10.) {
factor_safety = CalcSafetyFactor(LocalSlope, SoilMap[i][j].Soil,
(*FineMap[y][x]).sediment,
VegMap[i][j].Veg, SedType, VType,
(*FineMap[y][x]).SatThickness, SType,
SnowMap[i][j].Swq, SnowMap[i][j].Depth,
iter);
/* check if fine pixel fails */
if (factor_safety < FS_CRITERIA && factor_safety > 0) {
numfailures++;
numpixels = 1;
failure[y][x] = 1;
/* Update sediment depth. All sediment leaves failed fine pixel */
SedToDownslope = (*FineMap[y][x]).sediment;
(*FineMap[y][x]).sediment = 0.0;
// Pass sediment down to next pixel
SedFromUpslope = SedToDownslope;
/* Follow failures down slope; skipped if no original failure. */
while(failure[y][x] == 1 && checksink == 0
&& !channel_grid_has_channel(ChannelData->stream_map, coursej, coursei)
&& INBASIN(TopoMap[coursei][coursej].Mask)) {
/* Update counters. */
prevy = y;
prevx = x;
y = nexty;
x = nextx;
coursei = floor(y*Map->DMASS/Map->DY);
coursej = floor(x*Map->DMASS/Map->DX);
if (!INBASIN(TopoMap[coursei][coursej].Mask)) {
printf("WARNING: attempt to propagate failure to grid cell outside basin: y %d x %d\n",y,x);
printf("Depositing wasted sediment in grid cell y %d x %d\n",prevy,prevx);
(*FineMap[prevy][prevx]).sediment += SedFromUpslope;
SedFromUpslope = SedToDownslope = 0.0;
// Since we're returning SedFromUpslope to the upslope pixel,
// the upslope pixel can't be considered as part of the failure
failure[prevy][prevx] = 0;
}
else {
// Add sediment from upslope to current sediment
(*FineMap[y][x]).sediment += SedFromUpslope;
LocalSlope = ElevationSlope(Map, TopoMap, FineMap, y, x, &nexty,
&nextx, prevy, prevx, &SlopeAspect);
/* Check that not a sink */
if(LocalSlope >= 0.) {
factor_safety = CalcSafetyFactor(LocalSlope, SoilMap[coursei][coursej].Soil,
(*FineMap[y][x]).sediment,
VegMap[coursei][coursej].Veg, SedType, VType,
(*FineMap[y][x]).SatThickness, SType,
SnowMap[coursei][coursej].Swq,
SnowMap[coursei][coursej].Depth, iter);
/* check if fine pixel fails */
if (factor_safety < FS_CRITERIA && factor_safety > 0) {
numpixels += 1;
failure[y][x] = 1;
/* Update sediment depth. All sediment leaves failed fine pixel */
SedToDownslope = (*FineMap[y][x]).sediment;
(*FineMap[y][x]).sediment = 0.0;
// Pass sediment down to next pixel
SedFromUpslope = SedToDownslope;
}
else {
/* Update sediment depth. */
// Remove the sediment we added for the slope calculation
// and instead prepare to distribute this sediment along runout zone
(*FineMap[y][x]).sediment -= SedFromUpslope;
}
} /* end if(LocalSlope >= 0) { */
else {
/* Update sediment depth. */
// Remove the sediment we added for the slope calculation
// and instead prepare to distribute this sediment along runout zone
// (*FineMap[y][x]).sediment -= SedFromUpslope;
/* If it reaches here, a sink exists. A sink can
not fail or run out, so move to the next pixel. */
checksink++;
}
}
} /* End of while loop. */
if (checksink > 0) continue;
/* Failure has stopped, now calculate runout distance and
redistribute sediment. */
// y and x are now the coords of the first pixel of the runout
// (downslope neighbor of final pixel of the failure);
// this is the pixel that caused the last loop to exit,
// whether due to being a sink, not failing,
// being in a coarse pixel containing a stream,
// or being outside the basin
// If current cell is outside the basin,
// stop processing this runout and go to next failure candidate
if (!INBASIN(TopoMap[coursei][coursej].Mask)) {
continue;
}
// TotalVolume = depth (not volume) being redistributed
TotalVolume = SedFromUpslope;
cells = 1;
/* queue begins with initial unfailed pixel. */
enqueue(&head, &tail, y, x);
while(LocalSlope > 4. && !channel_grid_has_channel(ChannelData->stream_map, coursej, coursei)
&& INBASIN(TopoMap[coursei][coursej].Mask)) {
/* Redistribution stops if last pixel was a channel
or was outside the basin. */
/* Update counters. */
prevy = y;
prevx = x;
y = nexty;
x = nextx;
coursei = floor(y*Map->DMASS/Map->DY);
coursej = floor(x*Map->DMASS/Map->DX);
if (INBASIN(TopoMap[coursei][coursej].Mask)) {
LocalSlope = ElevationSlope(Map, TopoMap, FineMap, y, x, &nexty,
&nextx, prevy, prevx,
&SlopeAspect);
enqueue(&head, &tail, y, x);
cells++;
}
else {
printf("WARNING: attempt to propagate runout to grid cell outside the basin: y %d x %d\n",y,x);
printf("Final grid cell of runout will be: y %d x %d\n",prevy,prevx);
}
}
prevy = y;
prevx = x;
for(count=0; count < cells; count++) {
dequeue(&head, &tail, &y, &x);
coursei = floor(y*Map->DMASS/Map->DY);
coursej = floor(x*Map->DMASS/Map->DX);
// If this node has a channel, then this MUST be the end of the queue
if(channel_grid_has_channel(ChannelData->stream_map, coursej, coursei)) {
/* TotalVolume at this point is a depth in m over one fine
map grid cell - convert to m3 */
SedimentToChannel = TotalVolume*(Map->DMASS*Map->DMASS)/(float) cells;
}
else {
/* Redistribute sediment equally among all hillslope cells. */
(*FineMap[y][x]).sediment += TotalVolume/cells;
}
}
if(SedimentToChannel > 0.0) {
if(SlopeAspect < 0.) {
printf("Invalid aspect (%3.1f) in cell y= %d x= %d\n",
SlopeAspect,y,x);
exit(0);
}
else {
// Add Current value of SedimentToChannel to running total for this FineMap cell
// (allowing for more than one debris flow to end at the same channel)
(*FineMap[y][x]).SedimentToChannel += SedimentToChannel;
// Now route SedimentToChannel through stream network
RouteDebrisFlow(&SedimentToChannel, coursei, coursej, SlopeAspect, ChannelData, Map);
}
}
} /* End of this failure/runout event */
}
}
} /* End of fine mask check. */
} /* End of jj loop. */
}
}
}
} /* End of course resolution loop. */
/* Record failures and Reset failure map for new iteration. */
for(i=0; i<Map->NY; i++) {
for(j=0; j<Map->NX; j++) {
if (INBASIN(TopoMap[i][j].Mask)) {
for(ii=0; ii<Map->DY/Map->DMASS; ii++) {
for(jj=0; jj<Map->DX/Map->DMASS; jj++) {
y = i*Map->DY/Map->DMASS + ii;
x = j*Map->DX/Map->DMASS + jj;
(*FineMap[y][x]).Probability += (float) failure[y][x];
/* Record cumulative sediment volume. */
SedThickness[y][x] += (*FineMap[y][x]).sediment;
/* Reset sediment thickness for each iteration; otherwise there is
a decreasing probability of failure for subsequent iterations. */
/* If not in stochastic mode, then allow a history of past failures
and do not reset sediment depth */
if(massitertemp>1) {
(*FineMap[y][x]).sediment = InitialSediment[y][x];
failure[y][x] = 0;
}
}
}
}
}
}
/* printf("Sediment Mass is "); */
/* count_sediment_mass(ChannelData->streams, InitialSegmentSediment); */
/* Record cumulative stream sediment volumes. */
initialize_sediment_array(ChannelData->streams, SegmentSediment,
SegmentSedimentm);
/* Reset channel sediment volume for each iteration. */
update_sediment_array(ChannelData->streams, InitialSegmentSediment, InitialSegmentSedimentm);
update_sediment_mass(ChannelData->streams, SegmentSedimentm,
massitertemp);
} /* End iteration loop */
// Normalize mass wasting vars by number of iterations
numfailedpixels = 0;
numlikelyfailedpixels = 0;
for(i=0; i<Map->NY; i++) {
for(j=0; j<Map->NX; j++) {
if (INBASIN(TopoMap[i][j].Mask)) {
for(ii=0; ii<Map->DY/Map->DMASS; ii++) {
for(jj=0; jj<Map->DX/Map->DMASS; jj++) {
y = i*Map->DY/Map->DMASS + ii;
x = j*Map->DX/Map->DMASS + jj;
(*FineMap[y][x]).Probability /= (float)massitertemp;
(*FineMap[y][x]).sediment = SedThickness[y][x]/(float)massitertemp;
(*FineMap[y][x]).SedimentToChannel /= (float)massitertemp;
if ((*FineMap[y][x]).sediment > InitialSediment[y][x]) {
(*FineMap[y][x]).MassDeposition = ((*FineMap[y][x]).sediment - InitialSediment[y][x])*(Map->DMASS*Map->DMASS);
(*FineMap[y][x]).MassWasting = 0.0;
}
else if ((*FineMap[y][x]).sediment < InitialSediment[y][x]) {
(*FineMap[y][x]).MassDeposition = 0.0;
(*FineMap[y][x]).MassWasting = (InitialSediment[y][x] - (*FineMap[y][x]).sediment)*(Map->DMASS*Map->DMASS);
}
if((*FineMap[y][x]).Probability > 0)
numfailedpixels +=1;
if((*FineMap[y][x]).Probability > failure_threshold)
numlikelyfailedpixels +=1;
(*FineMap[y][x]).DeltaDepth = (*FineMap[y][x]).sediment -
SoilMap[i][j].Depth;
}
}
}
}
}
// Compute average number of failures
avgnumfailures = numfailures/(float)massitertemp;
// Compute average number of pixels per failure
if (numfailures > 0) {
avgpixperfailure = (float)numfailedpixels/(float)numfailures;
}
else {
avgpixperfailure = 0.0;
}
// Average sediment delivery to each stream segment
for(i=1; i<MaxStreamID+1; i++) {
SegmentSediment[i] /= (float)massitertemp;
if(SegmentSediment[i] < 0.0) SegmentSediment[i]=0.0;
}
update_sediment_array(ChannelData->streams, SegmentSediment, SegmentSedimentm);
/* Take new sediment inflow and distribute it by representative diameters*/
/* and convert to mass */
sed_vol_to_distrib_mass(ChannelData->streams, SegmentSediment);
/*************************************************************************/
/* Create failure summary file, in the specified output directory: */
/* failure_summary.txt - for each date that the mwm algorithm is run: */
/* ave. no. of failures (strip of pixels */
/* originating from a failed pixel) */
/* ave. no. of pixles per failure */
/* total number of failed pixels with probability */
/* of failure > failure_threshold */
/*************************************************************************/
sprintf(sumoutfile, "%sfailure_summary.txt", DumpPath);
if((fs=fopen(sumoutfile,"a")) == NULL)
{
printf("Cannot open factor of safety summary output file.\n");
exit(0);
}
SPrintDate(&(Time->Current), buffer);
fprintf(fs, "%-20s %.4f %.4f %7d\n", buffer, avgnumfailures, avgpixperfailure, numlikelyfailedpixels);
printf("%.4f failures; %.4f pixels per failure; %d pixels have failure likelihood > %.2f\n",
avgnumfailures, avgpixperfailure, numlikelyfailedpixels, failure_threshold);
fclose(fs);
for(i=0; i<Map->NYfine; i++) {
free(failure[i]);
free(SedThickness[i]);
free(InitialSediment[i]);
}
for(i=1; i<MaxStreamID+1; i++) {
free(SegmentSedimentm[i]);
}
free(failure);
free(SedThickness);
free(InitialSediment);
free(SegmentSediment);
free(SegmentSedimentm);
free(InitialSegmentSediment);
free(InitialSegmentSedimentm);
}
/*****************************************************************************
End of Main
*****************************************************************************/
void enqueue(node **head, node **tail, int y, int x)
{
node *new;
// Allocate and initialize a new node
if(!(new = (node *) malloc(sizeof(node))))
ReportError("enqueue", 1);
new->x = x;
new->y = y;
new->next = NULL;
if(empty(*head)) {
// If *head is empty, the queue is empty and we're inserting the first node;
// therefore this node is both the header and the tail
*head = new;
*tail = new;
}
else {
// if(!empty(*tail)) {
// fprintf(stderr,"New node is not at end of queue\n");
// exit(0);
// }
// Point the tail node's "next" to the new node
(*tail)->next = new;
// Now this new node is the tail, so point "tail" to this new node
*tail = new;
}
}
void dequeue(node **head, node **tail, int *y, int *x)
{
node *temp;
// if(!empty(*head))
// {
// fprintf(stderr,"Node is not at head of queue\n");
// exit(0);
// }
*y = (*head)->y;
*x = (*head)->x;
// Point temp to the header node so we still have a reference to it
temp = *head;
// Point *head to the next node; this is the new header node
*head = (*head)->next;
if(head == NULL) tail = NULL;
// De-allocate the old header node, now that we're no longer using it
free(temp);
}