SOFTWARE RELEASE NOTICE G LG P -KSl /?)>- 9 &8 · SRN Number: G LG P -KSl /?)>- 9 &8 ... * Computer...

0SOFTWARE RELEASE NOTICE

1. SRN Number: G LG P -KSl /?)>- 9 &8

2. Proect Title: 3DStressTM Project No. 20.01402.472

3. SRN Title: 3DStressTM version 2.0, irix

4. Originator/Requestor: David A. Ferrill Date: 24 Sep 2002

5. Summary of Actions

El Release of new software El Change of access software

* Release of modified software: E1 Software Retirement

* Enhancements made

El Corrections made

6. Validation Status

El Validated

[1 Limited Validation

In" Not Validated Explain: \ A,J ; oJ '. ;

7. Persons Authorized Access _

Name Read Only/Read-Write Addition/Change/Delete

David Ferrill RWNathan Franklin RWJohn Stamatakos ROLarry McKague ROAlan Morris RODarrell Sims ROPhilip Justus (NRC) ROBritt Hill RO , _.

8. Element Manager Approval: H. Lawrence McKague LL 2 X ? c Date:

9. Remarks:

CNWRA Form TOP-6 (09/01)

SOFTWARE SUMMARY FORM

01. Summary Date: 02. Summary prepared by (Name and phone) 03. Summary Action:24 Sep 2002 Nathan Franklin, 210-522-5207 New

04. Software Date: 05. Short Title:3DStressm version 2.0, irix

06. Software Title: 07. Internal Software ID:3DStressm version 2.0, irix None

08. Software Type: 09. Processing Mode: 10. Application Area

l Automated Data System * Interactive a. General:* Scientific/Engineering El Auxiliary Analyses

* Computer Program El Batch E Total System PAE Subsystem PA El Other

El Subroutine/Module El Combinationb. Specific:

11. Submitting Organization and Address: 12. Technical Contact(s) and Phone:

CNWRA/SwR1 David A. Ferrill6220 Culebra Road 210-522-6082San Antonio, TX 78228

13. Software Application:

3DStressm is a stress analysis and visualization program for analysis of geological structures such as the fault andfracture in three dimensional stress fields. 3DStressm performs calculations of slip tendency, dilation tendency, andleakage factor of faults and fractures based on resolved stresses.

14. Computer Platform 15. Computer Operating 16. Programming 17. Number of SourceSGI Onyx 2 System: IRIX 6.5.14 Language(s): C++ Program Statements:

69,302

18. Computer Memory 19. Tape Drives: 20. Disk Units: 21. Graphics:Requirements: N/A Hard Drive Motif 1.2, OpenGL, and128 Mb Qt 3.0

22. Other Operational RequirementsNone

23. Software Availability: 24. Documentation Availability:* Available E Limited El In-House ONLY * Available El Preliminary E In-House ONLY

25. -

Software Developer: IL 1>~.Dt: '~L-.

CNWRA Form TOP-4-1 (05/,8)

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SOFTWARE RELEASE NOTICE

1. SRN Number: GLG /- Si? - 1c 92. Project Title: 3DStressTM Prqiect No. 20.01402.472

3. SRN Title: 3DStressTM version 2.0, solaris

4. Originator/Requestor: David A. Ferrill Date: 24 Sep 2002

5. Summary of Actions

C] Release of new software [ Change of access software

* Release of modified software: [ Software Retirement

* Enhancements made

C Corrections made

6. Validation Status

a Validated

C Limited Validation

19 Not Validated Explain: \iAX.' t

7. Persons Authorized Access

Name Read Only/Read-Write Addition/Change/Delete

David Ferrill RWNathan Franklin RWJohn Stamatakos ROLarry McKague ROAlan Morris RODarrell Sims ROPhilip Justus (NRC) ROBritt Hill RO

8. Element Manager Approval: H. Lawrence McKague A) , Date: !L4

9. Remarks:

CNWRA Form TOP-6 (09/01)

0

SOFTWARE SUMMARY FORM

01. Summary Date: 02. Summary prepared by (Name and phone) 03. Summary Action:24 Sep 2002 Nathan Franklin, 210-522-5207 New

04. Software Date: 05. Short Title:3DStressm version 2.0, solaris

06. Software Title: 07. Internal Software ID:3DStressm version 2.0, solaris None

08. Software Type: 09. Processing Mode: 10. Application Area

3 Automated Data System * Interactive a. General:* Scientific/Engineering El Auxiliary Analyses

* Computer Program a Batch E Total System PAa Subsystem PA El Other

El Subroutine/Module El Combinationb. Specific:

11. Submitting Organization and Address: 12. Technical Contact(s) and Phone:

CNWRA/SwRI David A. Ferrill6220 Culebra Road 210-522-6082San Antonio, TX 78228

13. Software Application:

3DStressm is a stress analysis and visualization program for analysis of geological structures such as the fault andfracture in three dimensional stress fields. 3DStressm performs calculations of slip tendency, dilation tendency, andleakage factor of faults and fractures based on resolved stresses.

14. Computer Platform 15. Computer Operating 16. Programming 17. Number of SourceSun Ultra 10 System: Solaris 2.8 Language(s): C++ Program Statements:

68,686

18. Computer Memory 19. Tape Drives: 20. Disk Units: 21. Graphics:Requirements: N/A Hard Drive Motif 1.2, OpenGL, and128 Mb Qt 3.0

22. Other Operational RequirementsNone

23. Software Availability: 24. Documentation Availability:* Available E Limited E In-House ONLY * Available El Preliminary E In-House ONLY

25.

Software Developer: .' Date: 2 l A

CNWRA For.- TOP-4-1(05/98)

-; fip~ S '6i Its Vt2 fz o i ' Ag . K aO j._ Cd O.

- If C-i\, %f �r Al�' I- ;:, � � I , - � - �i_ 'z.' i O.;.* V 1,.A I- _k �'.

CENTER FOR NUCLEAR WASTE REGULATORY ANALYSESQA VERIFICATION REPORT

FOR#DEVELOPED OR ACQUIRED TO BE MODIFIED SOFTWARE 4-

Software Title/Name: 3b S +y, SVersion: *

Demonstration workstation: __ _ _ _ __t_ __C

Operating System: brsr' Co \.-sDeveloper: t.J, t4a%-l4 a

Software Requirements Description (SRD) [TOP-018, Section 5.3]

SRD Version: __'

SRD Approval Date: Jaw \_ M_ _ _ _ _

SRD and any changes thereto reviewed in accordance with QAP-002 requirements?

Yes: v No: O N/A: O

Is a Software Change Report(s) (SCR) used for minor modifications (i.e., acquired code), problems or changes to aconfigured version of software?

Yes: O No: E N/A: 1Comments:

Software Development Plan (SDP) [TOP-018, Section 5.4]

SDP Version: a2* 0SDP (EM) Approval Date: l>aJP I, 'J

The SDP addresses applicable sections of TOP-018, Appendix B, SDP Template?

As k A d ok ads, - Ho ilJ4 Yes: 0 No: L N/A: 0

Is the waiver (if used) in accordance with specified guidelines?

Yes: 0 No: 0 N/A:/Comments:

Design and Development [TOP-018, Section 5.5.1 - 5.5.4]

Is code development in accordance with the conventions (i.e., coding conventions)described in the SDP/SCR?

Yes: */ No: O N/A: 0Module(s) Reviewed: 3t s r C- pComments: 4 k

(04/01) Page 1 of 5

* KS~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~


FOR-DEVELOPED OR ACQUIRED TO BE MODIFIED SOFTWARE 4-

Is code internally documented to allow a user to understand the function(s) being performed and to follow the flowof execution of individual routines?

s5 Ar-evm.r, cen Yes: M-,-No: O N/A: O

Module(s) Reviewed: , 42( es N/

Comments: (6 1A J ye% 5t 9 4 cvwzi 3

Is development of the code and informal module/subroutine-level testing documented in scientific notebook and/orSCR?

Yes: V No: O N/A: OSCR's and/or Scientific Notebook(s) Reviewed:

Comments: $44E ct O9c 9 i&- t (KVioA V (jo

Software designed so that individual runs are uniquely identified by date, time, name of software and version?

Date andTimeDisplayed:ir 5t(1 2A \ j B Yes:/No:O N/A:O

Name/Version Displayed: i t 6 . Zo 1I"4t '.Comments:

Medium and Header Documentation [TOP-018, Section 5.5.6]

A program title block of main program contains: Program Title, Customer Name, Customer Office/Division, CustomerContact(s), Customer Phone Number, Associated Documentation, Software Developer and Phone Number, Date, andDisclaimer Notice? /

~~~~~~~~~~Yes:Oa No:iJ N/A: O

Comments: )5A- O JL9

Source code module headers contain: Program Nar&,/Client Nag, Contract referer&( Revision NukMer, RevisionHistory, and Reference to SRD/SCR requirement(s)? Y

Yes: I: No: O N/A: Ol

Module(s) Reviewed: fi ef X

Comments:

The physical labeling of software medium (tapes, disks, etc.) contains: Program Name, Module/Name/Title, ModuleRevision, File type (ASCII, OBJ, EXE), Recording Date, and Operating System(s)?

Yes:CVen No: O N/A:IComments:

(04/01) Page 2 of 5


FOR-DEVELOPED OR ACQUIRED TO BE MODIFIED SOFTWARE X

Code Reviews [TOP-0 18, Section 5.5.6]

Are code reviews (if implemented) documented in a scientific notebook or in another format that allows others tounderstand the code review process and results? O

Yes: 0 No: O N/A: 9'

Documented in Scientific Notebook No.:

Comments: c

Acceptance and Installation Testing [TOP-018, Section 5.6]

Does acceptance testing demonstrate whether or not requirements in the SRD and/or SCR(s) have been fulfilled?

Yes: S/ No: O N/A: J

Has acceptance testing been conducted for each intended computer platform and operating system?

-I C Yes: l No: O N/A: IComputer Platforms: UA,',9 5 J"" Operating Systems: iV. N x

LocationofAcceptanceTestResults: Sve? QsJ~ uJ ASKd "fo47 C y 7 1W 1 z

Comments:

Has installation testing been conducted for each intended computer platform and operating system?

5* > y ask ;- If Yes: I 7 No: O N/A: O

Computer Platforms: Si' Operating Systems:

Location of Acceptance Test Results:

Comments:

User Documentation [TOP-018, Section 5.5.7]

Is there a Users' Manual for the software and is it up-to-date? // l ~Yes: by No: O N/A: O1

User's Manual Version and Date: Z;,,Comments:

(04/01) Page 3 of 5


FOR-#DEVELOPED OR ACQUIRED TO BE MODIFIED SOFTWARE -

Are there basic instructions for the tlltiona use o he software?

P j' \ ~~~~~~~~~~Yes: 9 No: O N/A: OLocation of Instructions: [V- AYN:/e e:

Comments:

Configuration Control [TOP-018, Section 5.7, 5.9.3]

Is the Software Summary Form (Form TOP-4- 1) completed and signed? /Yes: 1' No: O N/A: 0

Date of Approval: 54 + t q i >

Is the list of files attached to the Software Summary Form complete and accurate?Yes: J No: O N/A: I

Comments:

Is the source code available or, is the executable code available in the case of (acquired/commercial codes)?,, Yes: ffl/ No: O N/A: 0

Location of Source Code: t-Ac' V05 c; C.

Comments:

Have all the script/make files and executable files been submitted to the Software Custodian?

6 ~~~~~~~~~~Yes: od/No: O N/A: OLocation of script/make files: Y eu AoC C)

Comments:

Software Release [TOP-018, Section 5.91

Upon acceptance of the software as verified above, has a Software Release Notice (SRN), Form TOP-6 been issuedand does the version number of the software match the documentation?

( , Lb -u. & - 1-,0 Yes: / No: J N/A: J

SRN Number: 7 Z77

Comments:

Page 4 of 5(04/01)


FOR-#DEVELOPED OR ACQUIRED TO BE MODIFIED SOFTWARE 4-

Software Validation [TOP-018, Section 5.10]

Has a Software Validation Test Plan (SVTP) been prepared for the range of application of the software?

Yes: O No:a}7 N/A: O

Version and Date of SVTP:

Date Reviewed and Approved via QAP-002:

Comments: _J>t_ Be , Pl.0O s zg

Has a Software Validation Test Report (SVTR) been prepared that documents the results of the validation cases,interpretation of the results, and determination if the software has been validated?

Yes: O No: N/A: OVersion and Date of SVTR:

Date Reviewed and Approved via QAP-002:

Comments: j A I t

Additional Comments:

Software Developer/Date Software Custodian/Date

(04/01) Page 5 of 5

* 9

SOFTWARE INSTILATION TESTING FOR 3DSTRESS 2.0

Irix installation test:The installation testing was performed on a SGI Onyx 2 running the Irix 6.5.14

Operating System. The software ran as expected.

Solaris installation test:The installation testing was performed on a Sun Ultra 10 running the Solaris 2.8

Operating System. The software ran as expected.

Performed by Nathan Franklin

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header info added on 3 Sept. 2002

Program Name: 3DStress version 2.0Client Name: U.S. Nuclear Regulatory CommissionClient Division: Office of Nuclear Material Safety and SafeguardsContract Reference: NRC-02-97-009CNWRA Project #: 20-1402-472 and 20.0HD20.124

3;-=#ifndef _ StressUIHH__#define __StressUI_HH-_

/*!\class StressUI

\author Nathan Franklin\brief This is a user interface class for setting the stress system.

\sa StressManager\notes Created for Software Requirements Description 3DStress Version 2 ;

*/

//3ds includes#define QTCLEANNAMESPACE//qt includes#include <qwidget.h>

#include "singleTensorUI.h"#include "verticalVariationUI.h"//#include "threeDimensionalUI.h"//#include "../../plot/src/plotLocationUI.h"

class StressUI: public QWidget{

Q_OBJECTpublic:

StressUI( QWidget *parent=0, const char *name=O,-StressUI();

int wFlags=0 );

SingleTensorUI *singleTensorUI; //!< ui for single t

public slots:void changeStressFieldType(int button); //!< handles ui to switch bevoid showHelpo; //!< show help

/*!< \param int button the button selected in the ui that corresponds to the

private:QString myName;

//3 input widgetsVerticalVariationUI

/ / ThreeDimensionalUI

#endif

*verticalVariationUI;*threeDimensionalUI;

//!< ui for vertical//!< ui for 3D set o

// header info added on 3 Sept. 2002/ /- - - - - - - …- - - - - - -// Program Name: 3DStress version 2.0// Client Name: U.S. Nuclear Regulatory Commission// Client Division: Office of Nuclear Material Safety and Safeguards// Contract Reference: NRC-02-97-009// CNWRA Project #: 20-1402-472 and 20.OHD20.124

/*\class StressManager

\author Nathan Franklin\brief The StressManager updates the stresses. It finds the value (slip tendenc

\todo setup the color legend when we startoff and when we switch between modes\todo setup the index color retrieval

\sa TdsDocument TdsManager

\notes Orignally created for Software Requirements Description 3DStress Version 2

*/

#ifndef stressManagerH#define stressmanagerNH

#define QThCLEANNAMESPACE#include <qwidget.h>

//3ds includes#include "../../tds/src/tdsManager.h"#include "../../da/src/stressTensorDA.h"#include "../../da/src/normalStressDA.h"#include "../../da/src/slipTendencyDA.h"#include "../../da/src/dilationTendencyDA.h"#include "../../da/src/leakageFactorDA.h"#include "../../da/src/colorDA.h"#include "../../legend/src/colorLegend.h"

//c++ standard library//#include<iostream>#include<vector>#include<string>using namespace std;

class StressManager : public QWidget, public TdsManager{

Q_OBJECT

public:static StressManager* Instanceo; //!< get an instance of this singl

protected:StressManagero); //!< default constructor-StressManager(); //!< deconstructor

public://! An enum describing the type of stress field. Also, similarily declared inenum Type f

SingleTensor, /*!< Constant stress field */VerticalVariation, /*!< stress field with only vertical variation. */ThreeDimensionalVariation /*!< 3D stress field. */

};

//! An enum describing the current compute value.enum ComputeValue{

SlipTendency, /*!< slip tendency */DilationTendency, /*!< dilation tendency */LeakageFactor /*!< leakage factor */

};

public slots:void update(); //!< update all the stresses, recreates and updatesvoid updateColorso; //!< updates the color of each managed obje

signals:void changedo; //!< signal saying that the values changedvoid changedTypeo; //!< signal saying that the type changesvoid changedComputeValueo; //!< signal saying that we changed tvoid updateColorLegendo; //!< signal taht the color legend should b

public:void setType(StressManager::Type); //!< set stress fielStressManager::Type getType(); //!< get stress field type

void setComputeValue(StressManager::ComputeValue); //!<StressManager::ComputeValue getComputeValueo; //!< get thedouble getComputeValue(TdsPointPtr); //!< get the value f

void setColorso; //set the colors on each object using the color levoid setColorLegend(ColorLegendPtr); //< set the color legendColorLegendPtr getColorLegend(void); //!< get the color legend

int getStepSizeo; //!< get the step size of the index data (onvoid setStepSize(int); //!< set the step size of the index data (on

private:double dirStepSize; //!< dir step size of index datadouble plungeStepSize; //!< dir step size of index data

static StressManager* -instance; //!< singleton instance

Type type; //!< stress field typeComputeValue computeValue; //!< computation value (slip tendenc

ColorLegendPtr colorLegend; I/!< my color legendvector<TdsPointPtr> points; //!< set of points which will be used infriend class PlotData; //!< so point data can use the index data

}1;#endif

0 0 � �,, t �,/ / ---------------------- ---

// header info added on 3 Sept. 2002/ / _ _ _ _ _ _ _ _ _ _ _ _ _ _ __…_ _ _ _ _ _// Program Name: 3DStress version 2.0// Client Name: U.S. Nuclear Regulatory Commission// Client Division: Office of Nuclear Material Safety and Safeguards// Contract Reference: NRC-02-97-009// CNWRA Project #: 20-1402-472 and 20.OHD20.124// …_ _ _ _ _ _ _ _ _ _ _ _ _ _

#include "stressManager.h"#include "../../plotObj.hh"#include K../../sceneObj.hh'

//set the _instance to 0StressManager* StressManager::_instance = 0;

StressManager* StressManager::Instance(){//get the instance of StressManagerif (_instance ==0){ //if an instance doesn't exist, create a new StressManager

-instance = new StressManager;}return _instance;

StressManager::StressManager (void) : QWidgeto, TdsManager() {// Constructor//set the tensor type to singletype = SingleTensor;//and we are computing slip tendencycomputeValue = SlipTendency;

//init a color legendcolorLegend = ColorLegendPtr(new ColorLegendo();colorLegend->setType(ColorLegend::Stress); //make it a stress color legend

//start of with a single tensorsetType(SingleTensor);

//set up index table data//create a normal for each degreeNormalDA *normalDA = NormalDA::Instanceo; //our normal accessordouble x, y, z;

for(double tempDir=0; tempDir<360; tempDir+=l ){for(double tempPlunge=O; tempPlunge<=90; tempPlunge+=l ) {

//the tempDir and tempPlunge are actually the normal. for clarity, i changedouble realDir = tempDir + 180;

if(realDir >= 360.0)realDir = realDir - 360.0;

double realPlunge = tempPlunge;//find normalx = sin(realDir * TdsMath::DTR) * sin(realPlunge * TdsMath::

y = cos(realDir * TdsMath::DTR) * sin(realPlunge * TdsMath::DTR);z = cos(realPlunge * TdsMath::DTR);

if(z>0){//make pole in the lower hemisphere

x *= -1.0;

y *=-1.0;z *= -1.0;

}

TdsPointPtr tempPoint (new TdsPoint(l.0, 0.0, 0.0)); //temp//set the point to have this normalTdsVectorPtr normal (new TdsVector(x,y,z));normalDA->set(tempPoint,normal);points.push-back(tempPoint);

}}

plungeStepSize = 10;dirStepSize =10;

StressManager::-StressManager (void) {// Deconstructor}

void StressManager::setType(StressManager::Type value){if(type != value){ //if this is a new type, we update the tensors

type = value;StressTensorDA *stressTensorDA = StressTensorDA::Instance();switch(type){

case SingleTensor: default:stressTensorDA->setStressFieldType(StressTensorDA::Sbreak;

case VerticalVariation:stressTensorDA->setStressFieldType(StressTensorDA::Vbreak;

case ThreeDimensionalVariation:stressTensorDA->setStressFieldType(StressTensorDA::Tbreak;

}emit changedType();update();

}}

StressManager::Type StressManager::getType(){return(type);

}

double StressManager::getComputeValue(TdsPointPtr point){SlipTendencyDA *slipTendencyDA = SlipTendencyDA::Instance();DilationTendencyDA *dilationTendencyDA = DilationTendencyDA::Instance();LeakageFactorDA *leakageFactorDA = LeakageFactorDA::Instance();

double value;switch(computeValue){

case SlipTendency: default:value = slipTendencyDA->get(point);

break;case DilationTendency:

value =dilationTendencyDA->get(point);break;

case LeakageFactor:value = leakageFactorDA->get(point);

break;I

return(value);}

void StressManager::setComputeValue(StressManager::ComputeValue value){if(computeValue != value){ //if this is a new type, we need to update the colors

computeValue = value;switch(computeValue){

case SlipTendency: default:colorLegend->setColorScaleType(BLUE2RED);


colorLegend->setColorScaleType(YELLOW2MAGENTA);colorLegend->setRange(0,1);

break;case LeakageFactor:

colorLegend->setColorScaleType(FLUIDCOLORS);break;

}updateColorso);emit changedComputeValueo;

}~~~~

StressManager::ComputeValue StressManager::getComputeValue()return(computeValue);

}

void StressManager::update()o

// update the stress tensors

//if we are updating the stress tensor to do our calculations,// we need clear all our old stress tensors in addition to any value derived

//clear our normal stressesNormalStressDA *normalStressDA = NormalStressDA::Instance(); //our normal anormalStressDA->clearo);

//clear our stress tensorsStressTensorDA *stressTensorDA = StressTensorDA::Instanceo;stressTensorDA->clearo);

//clear our slip tendency tensorsSlipTendencyDA *slipTendencyDA = SlipTendencyDA::Instanceo);slipTendencyDA->clearoU;

//clear our dilation tendency tensorsDilationTendencyDA *dilationTendencyDA = DilationTendencyDA::InstanceoU;dilationTendencyDA->clearoU;

//clear our slip tendency tensorsLeakageFactorDA *leakageFactorDA = LeakageFactorDA::InstanceoU;leakageFactorDA->clearoU;

//change the color for each object (point, line, triangle)setColorsoU;

0~~~~sks 0{//update 3dstressPlotAttrType pattr = plotObj.getAttributes();pattr.recalculate = Yes;plotObj.setAttributes(pattr);sceneObj.update();

emit changed();}

void StressManager::updateColors(){//a slot that updates the colors using the calculated value and color legend

//doesn't reset things like update(;setColors();emit changedo;

}

void StressManager::setColorLegend(ColorLegendPtr newColorLegend){//set color legend

colorLegend = newColorLegend;}

ColorLegendPtr StressManager::getColorLegend(void){//set color legend

return(colorLegend);}

void StressManager::setColors(){TdsFile::surfaceiterator surfIter;TdsSurface::iterator triIter;TdsFile::pointsetiterator pointSetIter;TdsPointSet::iterator pointIter;TdsFile::lineiterator lineIter;TdsLine::iterator segIter;

QColor tempColor; //temporary colorColorDA *colorDA = ColorDA::Instance(;SlipTendencyDA *slipTendencyDA = SlipTendencyDA::Instance();//data accessorsDilationTendencyDA *dilationTendencyDA = DilationTendencyDA::Instance();LeakageFactorDA *leakageFactorDA = LeakageFactorDA::Instance();

//update colorsemit updateColorLegend(;

//change the colors for each objectswitch(computeValue){

case SlipTendency: default:if(type==SingleTensor){

StressTensorDA *stressTensorDA = StressTensorDA::InStressTensorPtr singleTensor = stressTensorDA->getSi//update our indexed valuesint j;for(double tempDir=O; tempDir<360; tempDir+=dirStepS

for(double tempPlunge=O; tempPlunge<=90; temj = tempDir * 91 + tempPlunge;

TdsVectorPtr tempnormal = (NormalDA::Instance(tempColor = colorLegend->getColor(pocolorDA->set(points[j], tempColor);

}

for(surfIter=surface_begin(; surfIter!=surfaceendo; surfIfor(triIter= (*surfIter)->begin(); triIter != (*surf

tempColor = colorLegend->getColor(slipTendencolorDA->set(*triIter, tempColor);

}}

for(pointSetIter=pointset-begin(; pointSetIter!=pointsetenfor(pointIter= (*pointSetIter)->begin(; pointIter !

tempColor = colorLegend->getColor(*pointItercolorDA->set(*pointIter, tempColor);

}

for(lineIter=line-begin(); lineIter!=line-end(); lineIter++)for(segIter= (*lineIter)->begin(; segIter != (*line

tempColor = colorLegend->getColor(slipTendencolorDA->set(*segIter, tempColor);


if(type==SingleTensor){StressTensorDA *stressTensorDA = StressTensorDA::InStressTensorPtr singleTensor = stressTensorDA->getSi//update our indexed valuesint j;for(double tempDir=O; tempDir<360; tempDir+=dirStepS

for(double tempPlunge=O; tempPlunge<=90; temj = tempDir * 91 + tempPlunge;TdsVectorPtr tempnormal = (NormalDA:tempColor = colorLegend->getColor(dicolorDA->set(points[j], tempColor);

}}

for(surfIter=surface_begino; surfIter!=surface-endo; surfIter++) {for(triIter= (*surfIter)->begin(); triIter != (*surfIter)->endo; triIt

tempColor = colorLegend->getColor(dilationTendencyDA->get(*triIter));colorDA->set(*triIter, tempColor);

}

for(pointSetIter=pointset-begin(; pointSetIter!=pointset_end(; pointSetItfor(pointIter= (*pointSetIter)->begin(); pointIter != (*pointSetIter)->e

tempColor = colorLegend->getColor(dilationTendencyDA->get(*pointIter)colorDA->set(*pointIter, tempColor);

}

for(lineIter=line-begino; lineIter!=lineend(); lineIter++) {for(segIter= (*lineIter)->begin(); segIter != (*lineIter)->endO; segIt

tempColor = colorLegend->getColor(dilationTendencyDA->get(*segIter));colorDA->set(*segIter, tempColor);

}}

C&6break;

case LeakageFactor:if(type==SingleTensor){

StressTensorDA *stressTensorDA = StressTensorDA::InStressTensorPtr singleTensor = stressTensorDA->getSi//update our indexed valuesint j;for(double tempDir=O; tempDir<360; tempDir+=dirStepS

for(double tempPlunge=O; tempPlunge<=90; temj = tempDir * 91 + tempPlunge;TdsVectorPtr tempnormal = (NormalDA:tempColor = colorLegend->getColor(lecolorDA->set(points[j], tempColor);

}~~~~~}

for(surfIter=surfacebegin(); surfIter!=surface-end(); surfIter++) {for(triIter= (*surfIter)->begin(; triIter != (*surfIter)->end(); triIt

tempColor = colorLegend->getColor(leakageFactorDA->get(*triIter));colorDA->set(*triIter, tempColor);

}}

for(pointSetIter=pointset-begino; pointSetIter!=pointsetend(); pointSetItfor(pointIter= (*pointSetIter)->begin ); pointIter != (*pointSetIter)->e

tempColor = colorLegend->getColor(leakageFactorDA->get(*pointIter));colorDA->set(*pointIter, tempColor);

}

for(lineIter=line-begin(; lineIter!=lineendo; lineIter++) {for(segIter= (*lineIter)->beginO; segIter != (*lineIter)->end(); segIt

tempColor = colorLegend->getColor(leakageFactorDA->get(*segIter));colorDA->set(*segIter, tempColor);

}}break;

break;

}

int StressManager::getStepSize(){//get the step size of the index data (only for SingleTensor)return( (int) dirStepSize);

}

void StressManager::setStepSize(int value){//set the step size of the index data (only for SingleTensor)dirStepSize = (int) value;

plungeStepSize= (int) value;}

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#Created by: @(#)3dstress 2002 Rev 2.0_irix -#Date: Tue Sep 24 11:18:29 2002 t

#Generated by: 3D Fault Viewer

#Vertical Variation Stress Field#(Center) X-Y-Z-SlipTendency-SlipAZ-SlipPlng

5.331638E+055.339548E+055.345876E+055.353785E+055.360113E+055.368023E+055.374350E+055.382260E+055.388588E+055.396497E+055.402825E+055.410734E+055.417062E+055.424972E+055.431299E+055.439209E+055.445537E+055.453446E+055.459774E+055.467684E+055.474011E+055.481921E+055.488249E+055.496158E+055.502486E+055.510395E+055.516723E+055.524633E+055.530960E+055.538870E+055.545198E+055.553107E+055.559435E+055.567345E+055.573672E+055.330056E+055.336384E+055.344294E+055.350621E+055.358531E+05

4.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.068667E+064.068833E+064.069167E+064.069333E+064.069167E+064.069333E+064.069167E+06

2.747170E+03 0.000000 335.062592 0.0000008.926337E+02 0.565527 115.720284 64.151825-1.096072E+03 0.571627-2.992198E+03 0.599480-4.528948E+03 0.647767-6.330474E+03 0.658058-7.506050E+03 0.707960-8.845078E+03 0.669168-9.785559E+03 0.678738-1.065223E+04 0.629994-1.128728E+04 0.540570-1.172585E+04 0.211281-1.183939E+04 0.087144-1.189349E+04 0.029159-1.191169E+04 0.023879-1.192794E+04 0.009382-l.192851E+04 0.004475-1.192118E+04 0.012664-1.191155E+04 0.010429-1.190297E+04 0.004926-1.190143E+04 0.002320-1.190223E+04 0.002906-1.190463E+04 0.002590-1.190640E+04 0.000372-1.190544E+04 0.002063-1.190179E+04 0.004820-1.189856E+04 0.005087-1.189378E+04 0.004316-1.189207E+04 0.002738-1.189268E+04 0.003801-1.189612E+04 0.005412-1.190304E+04 0.007743-1.190664E+04 0.006443-1.190916E+04 0.003387-1.190787E+04 0.0013512.784416E+03 0.000000 39.700697E+02 0.565916 1-1.012212E+03 0.558427-2.843050E+03 0.661076-4.348968E+03 0.617597

119.946930 63.825638105.112991 63.535473121.113892 63.332417103.482399 60.983433104.281754 55.69088497.976105 56.82737799.487671 54.613632102.910629 45.94920397.586578 40.12983398.280632 15.743616117.841248 6.232096123.256767 2.080645108.749489 1.736907131.515427 0.671524187.461716 0.381832263.166901 1.004038281.946136 0.772445293.743866 0.354801330.237640 0.17321369.396294 0.24212491.750046 0.198534321.448578 0.028888289.459778 0.149856288.542633 0.350915298.997559 0.364271305.709412 0.307701302.392792 0.19541892.539497 0.290385115.680222 0.388472118.283539 0.554191127.927605 0.459810188.739105 0.290646200.003677 0.117783339 .118713.10.648270118.376434103.97684'117.86046E

0.00000064.388603

1 64.043793i 60.952415i 63.506054

* * E// extra header info added on 3 Sept. 2002

// Program Name: 3DStress version 2.0_irixnvz// Client Name: U.S. Nuclear Regulatory Commission%// Client Division: Office of Nuclear Material Safety and Safeguards// Contract Reference: NRC-02-97-009 .e

I/ CNWRA Project #: 20-1402-472 and 20.0HD20.124/ -/-_-.-_-_-_-_-_-…-_-_-_- _

// Analyses (CNWRA), Southwest Research Institute (SwRrl<// San Antonio, Texas, USA.// CNWRA Contact: David Ferrill (210) 522-6082 //-// Customer Info:// Name: U.S. Nuclear Regulatory Commission// Office/Division: Office of Nuclear Material Safety and// Safeguards// Contact: Philip Justus e

// Phone #: (301)415-6745 .

/-// Copyright 1999 Southwest Research Institute'// All rights reserved./-// This software is a trade secret owned by Southwest Research// Institute, with access limited except as required for use by _// authorized users./-// This program was developed under sponsorship of the U.S.// Nuclear Regulatory Commission, contract number NRC-02-97-009.// NRC Office of Nuclear Material Safety and Safeguards// NRC Division of Waste Management, Engineering and Geoscience Branch/-// This computer code/material was prepared as an account of work// performed by the Center for Nuclear Waste Regulatory Analyses (CNWRA)// for the Division of Waste Management of the Nuclear Regulatory// Commission (NRC), an independent agency of the United States// Goverment. The developer(s) of the code nor any of their sponsors// make any warranty, expressed or implied, or assume any legal// liability or responsibility for the accuracy, completeness, or// usefulness of any information, apparatus, product or process// disclosed, or represent that its use would not infringe on// privately-owned rights.//// IN NO EVENT UNLESS REQUIRED BY APPLICABLE LAW WILL THE SPONSORS// OR THOSE WHO HAVE WRITTEN OR MODIFIED THIS CODE, BE LIABLE FOR// DAMAGES, INCLUDING ANY LOST PROFITS, LOST MONIES, OR OTHER SPECIAL,// INCIDENTAL OR CONSEQUENTIAL DAMAGES ARISING OUT OF THE USE OR// INABILITY TO USE (INCLUDING BUT NOT LIMITED TO LOSS OF DATA OR DATA// BEING RENDERED INACCURATE OR LOSSES SUSTAINED BY THIRD PARTIES OR A// FAILURE OF THE PROGRAM TO OPERATE WITH OTHER PROGRAMS) THE PROGRAM,// EVEN IF YOU HAVE BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES,// OR FOR ANY CLAIM BY ANY OTHER PARTY.//// Purpose:// Stereo Net Viewing tool.////

/ /$Header: /home/nfrankli/3dstressdev/Vl.3.4/3dsirix/src/RCS/viewNet.c++,v 1.63

3DStress V2.0 for NRC

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* S

src/stress/src/variationPlotOptions.hsrc/stress/src/singleTensorUI.cppsrc/stress/src/.bookmarkssrc/stress/src/stressUI.hsrc/stress/src/verticalVariationUI.hsrc/stress/src/stressTensor.cppsrc/stress/src/stressManager.cppsrc/stress/src/variationPlot.cppsrc/stress/src/fluidPressureUI.hsrc/stress/src/stressUI.cppsrc/stress/src/verticalComponentUI.hsrc/optionsUI.hsrc/cmdObj.hhsrc/faultBuilderClass.c++src/helpClass.hhsrc/covWidgetClass.osrc/lineBuilderClass.c++src/graphClass.hhsrc/viewerOptionObj.hhsrc/notice.hhsrc/facets.xpmsrc/mohrFacetWidgetCB.c++src/graphCallbacks.hhsrc/hourglass.xbmsrc/huge.mgfsrc/save.xpmsrc/rose.xpmsrc/lineBuilderClass.hhsrc/vectorClass.c++src/viewerOptionCB.c++src/surfClass.hhsrc/grounds.xpmsrc/lineBuilderClass.osrc/fileClass.hhsrc/Makefilesrc/fileSelector.hhsrc/mohrFacetWidgetObj.hhsrc/sceneClass.hhsrc/legendsrc/legend/srcsrc/legend/src/colorLegendUI.cppsrc/legend/src/colorLegendUI.hsrc/legend/src/colorLegend.cppsrc/legend/src/colorLegend.hsrc/mapButtonCB.c++src/sliders8.xpmsrc/viewerCovClass.c++src/surfCallbacks.c++src/surfButtonCB.hhsrc/segmentClass.hhsrc/mohrOptionClass.osrc/lineBuilderObj.hhsrc/gfxButtonCB.c++src/viewerBoundObj.hhsrc/boundBoxClass.hhsrc/sceneClass.c++src/cmdClassuncertDialog.c++src/destroyFS.osrc/lightGlobals.hhsrc/.qmake.internal.cachesrc/lineBuilderCB.c++

src/ii-filessrc/ii-files/tdsPointSet.iisrc/ii-files/tdsInput.iisrc/ii-files/tdsBase.iisrc/ii-files/tdsLine.iisrc/ii-files/tdsPoint.iisrc/ii-files/tdsFile.iisrc/ii-files/tdsManager.iisrc/ii-files/tdsSurface.iisrc/ii-files/tdsGraphics.iisrc/viewerBoundCB.c++src/segmentClass.osrc/controlClass.osrc/faultBuilderCB.osrc/mohrFacetBinObj.hhsrc/viewerCallbacks.osrc/helpClass.c++src/mohrClass.c++src/plotClass.c++src/surfClass.c++src/plotClass.osrc/rotClass.osrc/viewerButtonCB.hhsrc/gfxOptionCB.hhsrc/gfxOptionObj.hhsrc/covWidgetClass.hhsrc/screen.test.rgbsrc/antemp.xyz.gzsrc/mapOptionClass.osrc/mag.xpmsrc/mapClass.c++src/cmdClass.c++src/gfxClass.c++src/rotClass.c++src/mohrOptionCB.osrc/viewerCovClass.hhsrc/vectorClass.osrc/graph8.xpmsrc/viewerCallbacks.c++src/viewerBoundCB.hhsrc/displayList.hhsrc/viewerBoundClass.hhsrc/viewerClass.hhsrc/vectorClass.hhsrc/roseCallbacks.c++src/gfxOptionCB.c++src/axesClass.osrc/viewerCovCB.hhsrc/cmdClasstoggleCB.c++src/surfCallbacks.osrc/linFileClass.c++src/overlayWidgetClass.osrc/map8.xpmsrc/mohrOptionClass.c++src/motifFont.hhsrc/surfOptionCB.osrc/fileSystem.hhsrc/viewerOptionClass.c++src/viewerCovCB.osrc/fileShower.hhsrc/overlayWidgetClass.c++

0src/overlayWidgetCB.hhsrc/xpm.hsrc/roseOptionCB.osrc/lineBuilderCB.osrc/infoWidget.hhsrc/gfxCallbacks.c++src/linFileClass.osrc/mohrCallbacks.hhsrc/surfOptionClass.hhsrc/roseOptionClass.hhsrc/runRlogHeadsrc/mohrOptionClass.hhsrc/viewNet.osrc/controlClassmapCallbacks.osrc/mapButtonCB.osrc/optionCallbacks.hhsrc/gfxButtonCB.osrc/notice.osrc/viewersrc/viewer/oldsrc/viewer/old/boundBoxClass.c++src/viewer/old/viewNet.c++.newsrc/viewer/old/viewerBoundClass.c++src/viewer/old/viewerCovCB.c++src/viewer/old/viewerClass.c++src/viewer/old/viewObj.hhsrc/viewer/old/viewerButtonCB.c++src/viewer/old/viewerOptionObj.hhsrc/viewer/old/viewerOptionCB.c++src/viewer/old/viewerDsrc/viewer/old/viewerCovClass.c++src/viewer/old/viewerBoundObj.hhsrc/viewer/old/boundBoxClass.hhsrc/viewer/old/viewerBoundCB.c++src/viewer/old/viewerButtonCB.hhsrc/viewer/old/viewerCovClass.hhsrc/viewer/old/viewerCallbacks.c++src/viewer/old/viewerBoundCB.hhsrc/viewer/old/viewerBoundClass.hhsrc/viewer/old/viewerClass.hhsrc/viewer/old/viewerCovCB.hhsrc/viewer/old/viewerOptionClass.c++src/viewer/old/viewNetGlobals.hhsrc/viewer/old/viewNet.c++src/viewer/old/boundBoxObjs.hhsrc/viewer/old/viewerCallbacks.hhsrc/viewer/old/viewClass.hhsrc/viewer/old/viewerObj.hhsrc/viewer/old/viewerCBdrawsrc/viewer/old/viewerOptionClass.hhsrc/viewer/old/viewerCovWObj.hhsrc/viewer/old/viewClass.c++src/viewer/old/viewerOptionCB.hhsrc/viewer/srcsrc/viewer/src/viewerUIItem.hsrc/viewer/src/.viewerOptionsUI.h.swpsrc/viewer/src/testsrc/viewer/src/viewerUIItem.cppsrc/viewer/src/viewerUI.hsrc/viewer/src/viewer3D.hsrc/viewer/src/viewerOptionsUI.cpp

0 0

src/viewer/src/viewerUI.cppsrc/viewer/src/.viewer3D.cpp.testsrc/viewer/src/viewerManager.cppsrc/viewer/src/view.cppsrc/viewer/src/viewerManager.hsrc/viewer/src/view.hsrc/viewer/src/viewer3D.cppsrc/viewer/src/viewerUI.h.oldsrc/viewer/src/.viewerUI.cpp.oldsrc/viewer/src/viewerOptionsUI.hsrc/viewer/demosrc/viewer/demo/irixsrc/viewer/demo/irix/.mocsrc/viewer/demo/irix/.moc/releasesrc/viewer/demo/irix/viewer.prosrc/viewer/demo/irix/Makefilesrc/viewer/demo/irix/.qmake.internal.cachesrc/viewer/demo/irix/.qmake.cachesrc/viewer/demo/.qmake.internal.cachesrc/viewer/demo/.viewer.pro.swpsrc/viewer/demo/solarissrc/viewer/demo/solaris/viewer.prosrc/viewer/demo/solaris/Makefilesrc/viewer/demo/solaris/.qmake.internal.cachesrc/viewer/demo/solaris/.qmake.cachesrc/viewer/demo/main.cppsrc /viewer/ demo/windowssrc/viewer/demo/windows/viewer.prosrc/viewer/demo/windows/Makefilesrc/viewer/demo/windows/.qmake.internal.cachesrc/viewer/demo/windows/.qmake.cachesrc/viewNetGlobals.hhsrc/destroyFS.hhsrc/fileSelector.osrc/optionCallbacks.osrc/3dstress.pro2src/viewNet.c++src/mapButtonCB.hhsrc/lineBuilderCB.hhsrc/motifFont.c++src/covWidgetCB.osrc/controlClass.hhsrc/vblFile.hhsrc/roseCallbacks.osrc/mohrCallbacks.osrc/gfxOptionClass.hhsrc/mapOptionClass.hhsrc/optionClass.hhsrc/Makefile.oldsrc/mohrButtonCB.hhsrc/viewerButtonCB.osrc/roseButtonCB.hhsrc/faultBuilderCB.hhsrc/plotClasssetDirPlunge.c++src/overlayWidgetCB.c++src/OOchange.logsrc/boundBoxObjs.hhsrc/runAddNoticesrc/mapCallbacks.osrc/3dstress.expsrc/3dstress.doc

src/3dstress.prosrc/covWidgetCB.hhsrc/mohrObj.hhsrc/covWObj.hhsrc/gfxOptionClass.c++src/mohrCallbacks.c++src/graphButtonCB.hhsrc/surfOptionClass.osrc/viewerCallbacks.hhsrc/surfButtonCB.c++src/antemp.grd.gzsrc/mapOptionClass.c++src/sceneObj.hhsrc/viewClass.hhsrc/OOversion_1.0Ologsrc/plotClass.hhsrc/rotClass.hhsrc/magnify2.xbmsrc/countptr.hppsrc/builder.xpmsrc/axesClass.hhsrc/mapClass.hhsrc/roseButtonCB.c++src/viewerOptionClass.osrc/roseOptionCB.c++src/surfOptionObj.hhsrc/mapCallbacks.c++src/mohrFacet.osrc/axesObj.hhsrc/mohrFacetWidget.c++src/faultBuilderCB.c++src/graphButtonCB.c++src/mohrFacetWidgetCB.osrc/surfObj.hhsrc/OOversion_1.1_logsrc/surfOptionCB.c++src/viewerObj.hhsrc/roseOptionObj.hhsrc/cmdClass.hhsrc/optionCallbacks.c++src/ovlWObj.hhsrc/roseClass.hhsrc/faultBuilderClass.osrc/imagessrc/images/smclose.m.pmsrc/images/help.xpmsrc/images/bighelp.m.pmsrc/images/old.stress.logo.xpmsrc/images/file-points.xpmsrc/images/legend.xpmsrc/images/bdrbighelp.m.pmsrc/images/stress old.xpmsrc/images/.jotcruft_4b3src/images/coverage.xpmsrc/images/axis.xpmsrc/images/print.xpmsrc/images/3ds.xpmsrc/images/close.xpmsrc/images/reset.xpmsrc/images/options.xpmsrc/images/load.xpm

0src/images/closesmall.xpmsrc/images/facets.xpmsrc/images/file.xpmsrc/images/save.xpmsrc/images/rose.xpmsrc/images/smcolorlegend.m.pmsrc/images/removesmall.xpmsrc/images/grounds.xpmsrc/images/sliders8.xpmsrc/images/.xvpicssrc/images/.xvpics/view8.xpmsrc/images/helpsmall.xpmsrc/images/splash.xpmsrc/images/view.xpmsrc/images/mag.xpmsrc/images/graph8.xpmsrc/images/optionssmall.xpmsrc/images/smdataoverlayc.m.pmsrc/images/fileopen.xpmsrc/images/smdataoverlay. m. pmsrc/images/map8.xpmsrc/images/box.xpmsrc/images/filejline.xpmsrc/images/coverage-small.xpmsrc/images/filefault.xpmsrc/images/bdrbigclose.m.pmsrc/images/filenew.xpmsrc/images/stresssmall.xpmsrc/images/overlay-small.xpmsrc/images/surface.xpmsrc/images/document.xpmsrc/images/fileprint.xpmsrc/images/calculated.xpmsrc/images/stress.xpmsrc/images/builder.xpmsrc/images/surface-gray.xpmsrc/images/exit8.xpmsrc/images/open.xpmsrc/images/mohr8.xpmsrc/images/help8.xpmsrc/images/overlay.xpmsrc/images/option8.xpmsrc/images/3dview8.xpmsrc/images/view8.xpmsrc/images/plot8.xpmsrc/images/surf8.xpmsrc/images/rose8.xpmsrc/images/stress.logo.xpmsrc/viewerOptionClass.hhsrc/roseOptionClass.osrc/mapCallbacks.hhsrc/mmakesrc/.qmake.cachesrc/graphCallbacks.osrc/faultBuilderObj.hhsrc/viewerCovClass.osrc/exit8.xpmsrc/infoWidget.c++src/surfOptionCB.hhsrc/viewerBoundClass.osrc/gfxCallbacks.hh

src/mohr8.xpmsrc/runLoopsrc/helpWidget.c++src/vblFile.osrc/surfClass.osrc/help8.xpmsrc/junk.pssrc/roseClass.osrc/viewerCovWObj.hhsrc/graphClass.osrc/gfxCallbacks.osrc/axesClass.c++src/overlay.xpmsrc/fileClass.c++src/pointClass.osrc/sceneClass.osrc/pointClass.c++src/option8.xpmsrc/roseClass.c++src/optionClass.c++src/viewClass.c++src/helpClass.osrc/viewerOptionCB.hhsrc/fileClass.osrc/gfxButtonCB.hhsrc/3dview8.xpmsrc/mohrButtonCB.osrc/cmdClass.osrc/plot8.xpmsrc/surf8.xpmsrc/mohrClass.osrc/rose8.xpmsrc/optionClass.osrc/gfxClass.osrc/controlerCallbacks.c++src/viewClass.osrc/fileShower.c++src/stress.logo.xpmsrc/viewerClass.osrc/plotClass_findSlipV.c++src/mapClass.o

SOFTWARE DEVELOPMENT PLAN FOR3DSTRESSTM

Prepared for

U.S. Nuclear Regulatory CommissionContract NRC-02-02-012

Prepared by

Nathan M. FranklinDavid A. Ferrill

Center for Nuclear Waste Regulatory AnalysesSan Antonio, Texas

January 2003

Approved by:H. La ence McKague EtatElement Manager, GLGP

0

1.0 SCOPE

This document establishes the Software Development Plan to be implemented by the Center forNuclear Waste Regulatory Analyses (CNWRA) for the development and release of the3DStressTM software application. The software will be provided to the Nuclear RegulatoryCommission without proprietary restrictions.

2.0 BASELINE ITEMS

The 3DStressTm application is used by scientists and engineers to study the relationshipbetween static stress fields and geologic faulting and fracturing. 3DStressTM utilizes userdefined stress fields to compute the tendency for fault slip or fracture dilation based on theorientation of the fault or fracture. 3DStressTM provides user input, computation, and datavisualization tools to create an interactive environment in which various stress models may bestudied and explored efficiently.

3DStressTM version 2.0 executes on both Silicon Graphics workstations running the IRIXoperating system and Sun workstations running the Solaris operating system. The applicationdoes not communicate or interface with any other computer system or software application.

Future development of 3DStressTM will incorporate and support all the functionality and userinterface features of version 2.0. Additional functionality and user interface features describedin the Software Requirements Description and subject to the Management and DevelopmentProcedures described in sections 3 and 4 (below) will be incorporated into subsequent versions.

3.0 PROJECT MANAGEMENT

The development team (Project Manager, and appropriate programming and scientific staff atCNWRA) have compiled a list of functions and features that would enhance the use andperformance of 3DStressTM (see the Software Requirements Description for 3DStressTMversion 2). Items on the list will be evaluated and researched for their usefulness and technicalfeasibility. Items selected by the development team for implementation will be designed andcoded for further testing and evaluation prior to inclusion in 3DStressTM (see section 3.1 below).

3.1 Work Breakdown Structure

Software Change Reports (SCR) will be used to manage the development and testing for3DStressTM. For each selected requirement or group of requirements listed in the SoftwareRequirements Description for 3DStressTM version 2, a SCR will be created that will establish apriority, level of effort and schedule for completion (see Appendix). The SCRs will also be usedto document the acceptance testing for each change.

Additional changes not listed in Software Requirements Description for 3DStressTM version 2can be included . However, if the changes are a significant departure from the approveddocument, then Software Requirements Description for 3DStressTM version 2 would requirerevision.

1

3.2 Projected Schedule and Milestones

The development schedule is dictated by the SCRs that contain the set of additionalrequirements for that particular version of 3DStressTM. For a particular requirement(s), the SCRdictates the priority, level of effort and schedule for completion. The SCRs act as projectmilestones by mapping out the development schedule.

3.3 Staffing

The development team will be composed of programmers and a project manager. Theprogrammers will have knowledge in developing in the C++ coding language and programminggraphical user interfaces.

3.4 Risk Management

The development team will be working to meet its specified date of delivery. The risk of notmeeting such a deadline is addressed by managing the project schedule and milestones.Attentiveness to the progress and scheduled completion date of each SCR will alert thedevelopment team to possible delays. To overcome any delays, selected features canpotentially be delayed until further releases. Management guidance and approval should besought when facing potential delays.

4.0 DEVELOPMENT PROCEDURES

The following sections contain the development procedures that will be used on the project

4.1 Environment and Resources

The following sections describe the hardware and software resources used in developing.

4.1.1 Hardware Resources

The development of the 3DStressTm application will be performed on a Silicon Graphics Onyx 2,Sun Ultra 10, and PC workstations located at the CNWRA. The Silicon Graphics workstationruns the IRIX (version 6.5.14) operating system. The Sun workstation runs the Solarisoperating system (version 2.8). The PC workstations run Windows NT or Windows 2000operating systems.

4.1.2 Software Resources

The development team will make use of available C++ compilers for Solaris, Irix, Windows NT,and Windows 2000 platforms. The development effort will also make use of the Qt and OpenGLlibraries.

4.2 Software Development Lifecycle

The analysis, development, and acceptance testing of new features will occur as described insection 3.1. Final delivery of the software will occur after all features are included and tested. ASoftware Summary Form and Software Release Notice will issued. The software will be

2

0 0

delivered to users and to the Quality Assurance staff at the CNWRA. Maintenance to addressproblems or identified enhancements will be handled by SCR's (see Appendix).

4.3 Coding

All of the software for 3DStressTM will be developed using the C++ programming language. Thesoftware will utilize the Qt library for the user interface development and the OpenGL librariesfor graphics rendering.

The design of the software will ensure that the software is modular and partitioned into distinctclasses based upon data and functionality. The coding of the software will be done with anobject oriented design and the development team will code the software in a manner whichpromotes software maintainability, reusability, clarity, and efficiency.

Coding style will be in accordance with that which has been historically used for development of3DStressTM. In addition, header files will be commented to be used by the Doxygendocumentation system. In addition, comments included in the header files will be written with asyntax to exploit the features of the Doxygen documentation system.

4.4 Acceptance Testing and Analysis

Acceptance testing will performed and recorded on the SCR.

5.0 CONFIGURATION MANAGEMENT

The project repository will be used to store the baseline configuration items during development.This repository for released and development versions will be located at/work/nfrankli/3dstressdev/ on the 10 machine at the CNWRA. Backing up the project files willbe done on tape and CD as needed. At the completion of development, the code will be putunder control by a software configuration control system. In addition, a copy of a release of thesoftware will be given to Quality Assurance for software control. The standard software changereport form will be used to document and manage all changes to the controlled software.

6.0 REFERENCES

None.

7.0 APPENDICES

Priority of Software Change Report

There are four different categories that can be used to give a priority to Software ChangeReports that manage the maintenance of an existing problem. These are defined below:

a. High Priority: The error prevents or adversely effects an essential function and noalternative work-around solution exists.

b. Medium Priority: The error adversely effects an essential function, but a reasonablealternative work-around solution exists.

3

c. Low Priority: The error causes the operator inconvenience or annoyance, but does notaffect any required essential function.

d. Documentation Trouble: The program operates as designed but the help pages areeither incorrect or inadequate.

When describing and managing a design enhancement, SCRs need not be given a priority.Instead, the development team should set the schedule for completion of these SCRs to reflectthe importance and urgancy of the enhancements as well as any potential dependenciesbetween features.

4

SOFTWARE ACCEPTANCE TEST FOR 3DSTRESS 2.0For IRIX

Prepared by

Shannon Colton


Test performed by:.T f b Shat on Colton

Date: 7 16I

*0* 2

Table of Contents

1 PLOT

1.1 Slip Tendency--Input and Display of a Stress Field 31.2 Slip Tendency--Input and Display of a Fault 41.3 Slip Tendency--Calculation of Shear Stress, Normal Stress, 5

and Slip Tendency1.4 Slip Tendency--Calculation of Slip Vector 61.5 Slip Tendency--Calculation of K, %TsMax, and R 71.6 Dilation Tendency--Plot and Legend 81.7 Leakage Factor--Plot and Legend 9

2 VERTICAL VARIATION

2.1 Vertical Variation of cv on Depth vs. Magnitude plot 102.2 Constant Values of ahl and ah2 on Depth vs. Magnitude Plot 112.3 Vertical Variation of cYhl and ah2 on Depth vs. Magnitude Plot 122.4 Fluid Pressure and Effective Stresses on Depth vs. Magnitude Plot 142.5 Slip Tendency Plot with Fluid Pressure and Vertical Variations 16

of cv, chI, and ah2.2.6 Dilation Tendency Plot with Fluid Pressure and Vertical Variations 18

of aYv, ah I, and ah2.2.7 Leakage Factor Plot with Fluid Pressure, Tensile Strength, and Vertical 19

Variations of cyv, chl, and yh2.

1 PLOT1.1 Slip Tendency--Input and Display of a Stress Field

Summary: Verify that Slip Tendency Plot and legend accurately reflects stress fieldinput.

Protocol:

1. Open the Stress display.2. Under Stress Field Type, select Single Stress Tensor3. Enter a set of stress magnitudes, orientations, and plunges with the slider bars.

Verify the resulting Slip Tendency Plot computed by 3DStress.

Inputs:

3

6,,= 50

6v= 8

oT'= 100

U direction = 0V direction = 0W direction = 90

U plunge = 90V plunge = 0W plunge = 0

Output Display Verified:

Magnitudes, orientations, and plunges accurately reflect input.Plot is correctly displayed.

4. Enter another set of stress magnitudes, this time with the textboxes. Manuallyverify the resulting Slip Tendency Plot computed by 31)Stress.

Inputs:

6, = 72av= 103

cy,= 86





4

1.2 Slip Tendency-Input and Display of a Fault

Summary: Verify accuracy of fault orientation in the legend and the Slip TendencyPlot.

Protocol:

1. In the Slip Tendency Plot window, use left or middle mouse button to drag thenormal to the fault plane (white square) to a new location.

2. Does the Slip Tendency legend accurately reflect the strike and dip of the fault?

Yes.


Fault strike = 51.6Fault dip = 39.1Fault strike and dip are plotted correctly.Fault strike and dip in the legend accurately reflect normal to the fault plane.

5

1.3 Slip Tendency--Calculation of Shear Stress, Normal Stress, and Slip Tendency

Summary: Verify accuracy of shear stress, normal stress, and slip tendency for aspecified fault orientation.

Protocol:

I. Manually verify the accuracy of shear stress, normal stress, and slip tendency fora fault orientation.

Inputs:

ou = 58 U direction = 0 U plunge = 90cT = 22 V direction = 0 V plunge = 0ow = 47 W direction = 90 W plunge = 0

Fault strike: 90Fault dip: 24.9


a, = 58G2 = 47

03 = 22

Calculated shear stress =sin 20 13.7482

Output shear stress = 13.745. Correct, slight difference attributed to round-offCIT01'.

Calculated normal stress K L ]+ K Cos20 = 51.618

Output shear stress = 51.622. Correct, slight difference attributed to round-offen or.

Calculated slip tendency = calculated shear stress / calculated normal stress =0.266. Output slip tendency = 0.266. Correct.

2. Does the color beneath the normal to the fault (white square) match the legendcolor for this slip tendency?

Yes. The dot is green, in the range of -0.251 to -0.302.

6

1.4 Slip Tendency-Calculation of Slip Vector

Summary: Verify accuracy of slip direction displayed in the legend and SlipTendency Plot.

Protocol:

1. Manually verify accuracy of legend's slip azimuth, plunge, and rake for a givenfault orientation.

Inputs:

a,, = 58CJT = 22(T, = 47





Slip azimuth = 180Slip plunge = 24.9Slip rake = 90

Correct.Correct.CorTect.

2. Is the fault slip vector accurately plotted?

Yes.

7

1.5 Slip Tendency-Calculation of K, %TsMax, and R

Summary: Verify accuracy of K, %TsMax, and R on Slip Tendency legend.

Protocol:

1. Manually verify the accuracy of K, %TsMax, and R on Slip Tendency legend.

Inputs:

a,, = 58 U direction = 0 U plunge = 9()cv = 22 V direction = 0 V plunge = 0ow = 47 W direction = 90 W plunge = 0



K = (Oj / 02) / (2/I 3) =0.578Output K = 0.578 Correct.

%TsMax = slip tendency / maximum slip tendency of all fault orientations for agiven stress state

al _U3 sin arcco I 3

TsMax = 2 = + = 0.5039

(A1 + 0r3 orl - 51 a - 'J3Q+U 3- cos arcco2 2 al + U3

%TsMax = x800% = 53.1850.5039

Output %TsMax = 52.950. Correct, slight difference attributedto round-off error.

R = (5, - 02) / (o1 - 03) = 0.306 Correct.

8

1.6 Dilation Tendency--Plot and Legend

Summary: Verify accuracy of Dilation Tendency Plot and corresponding legend.

Protocol:

1. Record the Slip Tendency legend values for c,, cG, o, normal stress, fault strike,fault dip, K, and R.

aT,, = 58.0 U direction = 0 U plunge = 90(v = 22.0 V direction = 0 V plunge = 07,, = 47.0 W direction = 90 W plunge = 0

Normal stress = 29.542Fault strike: 90Fault dip: 62.8K = 0.578R = 0.306

2. Select Options on the Main Menu.3. Under Compute select Dilation Tendency4. Are the legend values for c,, e cv, c, normal stress, fault strike, fault dip, K, and R

the same as those you recorded in step I?

Yes.

5. Manually verify the Dilation Tendency.

Dilation Tendency = (ai - on)/ (G] -n3) = 0.791Output = 0.790. Correct, slight difference is attributed to round-off error.


Yes, the color is deep blue, corresponding to a slip tendency of -0.700 to -0.800.

9

1.7 Leakage Factor--Plot and Legend

Summary: Verify accuracy of Leakage Factor Plot and corresponding legend.

Protocol:

1. Record the Dilation Tendency legend values for au, 6y, CT, normal stress, faultstrike, fault dip, K, and R.

6Y, = 58 .0 U direction = 0 U plunge = 90Tv = 22.0 V direction = 0 V plunge = 0

cy = 47.0 W direction = 90 W plunge = 0


2. Select Options on the Main Menu.3. Under Compute select Dilation Tendency4. Are the legend values for (u, av, cy, normal stress, fault strike, fault dip, K, and R

the same as those you recorded in step 1?

Yes.

5. Enter values for Fluid Pressure and Tensile Strength.

Input: Fluid Pressure = 25.3Tensile Strength = 8.7

6. Manually verify the Fluid Pressure Coefficient.

Fluid Pressure Coefficient = Pf-/ (on -T) = 0.662 Correct.

7. Does the color beneath the normal to the fault (white square) match the legendcolor for this fluid pressure?

Yes, the color is orange, corresponding to a slip tendency of -0.646 to -0.691.

0 * 10


2.1 Vertical Variation of cr, on Depth vs. Magnitude plot

Summary: Verify accuracy of depth vs. magnitude plot for o.

Protocol:

1. Under Stress Input, select Vertical Variation.2. Under TV, select pgh.3. Enter values for p and g, and verify the accuracy of depth vs. magnitude plot for

(TV.

Inputs:

p= 2.2g= 3


Display is correct. o\v is plotted as a straight line starting at (0, 0) and showing amagnitude of 6.6 MPa at I000 m depth.

4. Use a text editor to open "test.txt," and record the data points below:

00100 10300 10301 20600 201000 60

5. Close the "test.txt" file.6. Under asv, select Profile.7. Select the Profile button.8. Select the "test.txt" file.9. Select the Open button.10. Verify accuracy of cv on depth vs. magnitude plot.

o is a reasonable line that passes through each of the points listed in Step 4. Plotis correct.

I1

2.2 Constant Values of GMh and ah2 on Depth vs. Magnitude Plot

Summary: Verify accuracy of depth vs. magnitude plot for constants Chl and .h2.

Protocol:

1. Under (Thl, select Constant.2. Enter a magnitude, and verify the accuracy of depth vs. magnitude plot for 0 h1*

Input:

Magnitude = 26


Display is correct.

3. Repeat for Uh2.

Magnitude = 53


Display is correct.

12

2.3 Vertical Variation of Cah1 and ch2 on Depth vs. Magnitude Plot

Summary: Verify accuracy of depth vs. magnitude plot for vertical variation of CYh1

and ah2.

Protocol:

1. Under ov, select pgh.2. Under Ghl, select Cyhl//v.

3. Enter a ratio, verify the accuracy of depth vs. magnitude plot for cmh.

Input:

(OhI/O\, = 4.5


Display is correct. a,,, is plotted as a straight line starting at (0, 0) and showing amagnitude of 29.7 MPa at 1000 m depth.

4. Repeat Step 3 for 0h2.

Input:

(71,2/(Tv = 0.7


Display is correct. 01,1 is plotted as a straight line starting at (0, 0) and showing amagnitude of 4.6 MPa at 1000 m depth.

5. Use a text editor to open "1_to_100.txt," and record the data points below:

00200 20400 40600 60800 801000 100

6. Close the "1_to_100.txt" file.7. Under GhM, select Profile.8. Select the Profile button.9. Select the "1_to_100.txt" file.10. Select the Open button.11. Verify accuracy of GMh on depth vs. magnitude plot.

13

Display is correct. (1hI is plotted as a straight line starting at (0, 0) and showing amagnitude of 100 MPa at 1000 m depth.

12. Repeat Steps 7-11 for ah2.

Display is correct. 0 h2 is plotted as a straight line starting at (0, 0) and showing amagnitude of 100 MPa at 1000 m depth.

* * 14

2.4 Fluid Pressure and Effective Stresses on Depth vs. Magnitude Plot

Summary: Verify the accuracy of fluid pressure and effective stresses on depth vs.magnitude plot.

Protocol:

1. Under Fluid Pressure, select Water Table.2. Under cy, select pgh.3. Under sy, set p to 2.65 g/cm3 and g to 9.8 M/s 2.4. Enter a zero for depth to water table.5. Verify accuracy of water table on depth vs. magnitude plot.

Water table is a straight line starting at 0 and having a value of 9.8 MPa at l)OOmdepth. Plot is con-ect.

6. Verify accuracy of effective stresses on depth vs. magnitude plot.

Effective stresses are all 9.8 MPa lower than their original stresses at lOOOmdepth. Plot is correct.

7. Enter a non-zero value for depth to water table.

Input:

Depth to water table = 240m

8. Verify accuracy of water table on depth vs. magnitude plot.

Water table line is 0 MPa from depths of 0 to 240m. Then, it is straight line witha value of 7.5 MPa at lOOOm depth. Plot is correct.


Effective stresses deviate from original stresses starting at depth = 240m, and theyare all 7.5 MPa lower than their original stresses at lOOOm depth. Plot is correct.

10. Use a text editor to open "water.txt," and record the data points below:

00200 0201 1300 3700 51000 7

I

15

11. Close the "water.txt" file.12. Under fluid pressure, select Profile.13. Select the Profile button.14. Select the "water.txt" file.15. Select the Open button.16. Verify accuracy of water table on depth vs. magnitude plot.

Water table appears to be a curve passing through the points listed in Step 10.Water table plot is colTect.


Effective stresses deviate from original stresses starting at depth = 200m, wherethe water table becomes greater than zero. At the water table point 201, 1effective stresses are all 1 MPa lower than their original stresses at 201m depth.At the water table point 300, 3 effective stresses are all 3 MPa lower than theiroriginal stresses at 300m depth. At the water table point 700, 5 effective stressesare all 5 MPa lower than their original stresses at 700m depth. At the water tablepoint 1000, 7 effective stresses are all 3 MPa lower than their original stresses at300m depth.

Plot is correct.

0 016

2.5 Slip Tendency Plot with Fluid Pressure and Vertical Variations of cy, Cyhl, andUh2.

Summary: Verify the accuracy of Slip Tendency Plot at depth with fluid pressureand vertical variations of cr, GMh, and ah2.

Protocol:

1. Under cr, select pgh.2. Enter values for p and g.3. Under Fluid Pressure, select Water Table.4. Under depth to water table, enter a value.5. Under CG, select yhl/cv, and enter a ratio.6. Under tTh2, select Ch2/Cv, and enter a ratio.7. Under Ground elevation, enter a value.8. Under Tendency Plot elevation, enter a value that is less than the ground elevation

and greater than depth to water table.9. Manually calculate depth of Slip Tendency Plot from the ground; oy, Uhl, and ah2

at this depth; fluid pressure, and cyv', COhl, and 0h2' at this depth.

Inputs:

p 2.65 g/cmr'g = 9.8 m/ls2

Gh I/7v = 4.5Ghl2/Cv = 0.7Tendency Plot elevation = 650mGround elevation = l OOOmDepth to water table = 240m

Depth of Slip Tendency Plot from the ground = 350 m

ay = 9.0895 MPaGhl = 40.90275 MPaah2 = 6.36265 MPa

Fluid pressure= 1.078 MPa

cv= 8.0115 MPaUhl' = 39.82475 MPaah2 =5.28465 MPa

10. Verify accuracy of magnitudes and orientations of ov', Chl', and Ah2' on SlipTendency legend.

17

(Tl = 8 MPaV- = 39 MPa

QT,= 5 MPaValues are correct.

11. Select Single Stress Tensor12. Enter the Cv', GhI', and (7h2' values you calculated in Step 9 into the textboxes

corresponding to the cm,,, ay, and o, values listed in Step 10.13. When you select Single Stress Tensor, the graph and numbers should look the

same. Select Single Stress Tensor. Did everything remain the same?

Yes.

18

2.6 Dilation Tendency Plot with Fluid Pressure and Vertical Variations of oC, Gh1,

and yh2.

Summary: Verify the accuracy of Dilation Tendency Plot at depth with fluidpressure and vertical variations of ay, cyhl, and ch2.

Protocol:

1. In the Stress Input window, select Vertical Variation.2. On the Main Menu, select Options.3. Under Compute, select Dilation Tendency.4. When you select Single Stress Tensor, the graph and numbers should look the


Yes.

* 9 19

2.7 Leakage Factor Plot with Fluid Pressure, Tensile Strength and VerticalVariations of Cy, aGl, and ch2.

Summary: Verify the accuracy of Leakage Factor Plot at depth with fluid pressureand vertical variations of a1 , aGM, and yh2.

Protocol:

1. In the Stress Input window, select Vertical Variation.2. Enter a value for Tensile Strength and record it below.

Input:

Tensile Strength = 7.8

3. On the Main Menu, select Options.4. Under Compute, select Leakage Factor Plot.5. In the Stress Input window, select Single Stress Tensor.6. Is the Tensile Strength the same value you entered in Step 2? If not, change the

Tensile Strength to the value you entered in Step 2.

Yes, it is the same value.

7. Verify accuracy of magnitudes and orientations of cv, GMl, and C0 h2 on LeakageFactor legend based on your calculations in Section 2.5 Step 9. Note that theseare the original stresses, not the effective stresses.

oy = 9 MPacyv = 40 MPa

= 6 MPa

Values are correct.

8. In the Stress Input window, enter the original stresses (Tv, GhM, and ah2 that youcalculated in Section 2.5 Step 9 into the textboxes corresponding to the nu, av,and cy, values listed above in Step 7.

9. When you select Single Stress Tensor, the graph and numbers should look thesame. Select Single Stress Tensor. Did everything remain the same?

Yes.

SOFTWARE ACCEPTANCE TEST FOR 3DSTRESS V. 2.0For Solaris

Prepared by

Shannon Colton


Test performed by: A z ,! iSha non Colton

Date: 1/l 10d

2

Table of Contents

1 PLOT

1.1 Slip Tendency--Input and Display of a Stress Field 31.2 Slip Tendency--Input and Display of a Fault 41.3 Slip Tendency--Calculation of Shear Stress, Normal Stress, 5

and Slip Tendency1.4 Slip Tendency--Calculation of Slip Vector 61.5 Slip Tendency--Calculation of K, %TsMax, and R 71.6 Dilation Tendency--Plot and Legend 81.7 Leakage Factor--Plot and Legend 9


2.1 Vertical Variation of ov on Depth vs. Magnitude plot 102.2 Constant Values of cyhl and ah2 on Depth vs. Magnitude Plot 11

2.3 Vertical Variation of chl and ah2 on Depth vs. Magnitude Plot 122.4 Fluid Pressure and Effective Stresses on Depth vs. Magnitude Plot 142.5 Slip Tendency Plot with Fluid Pressure and Vertical Variations 16

of cv, ahI, and oh2.2.6 Dilation Tendency Plot with Fluid Pressure and Vertical Variations 18

of cyv, cThl, and crh2.2.7 Leakage Factor Plot with Fluid Pressure, Tensile Strength, and Vertical 19

Variations of cyv, oh 1, and ah2.

3

1 PLOT1.1 Slip Tendency--Input and Display of a Stress Field

Summary: Verify that Slip Tendency Plot and legend accurately reflects stress fieldinput.

Protocol:

1. Open the Stress display.2. Under Stress Field Type, select Single Stress Tensor3. Enter a set of stress magnitudes, orientations, and plunges with the slider bars.

Verify the resulting Slip Tendency Plot computed by 3DStress.

Inputs:

6,,= 50

ov= 8

crw= 100





4. Enter another set of stress magnitudes, this time with the textboxes. Manuallyverify the resulting Slip Tendency Plot computed by 3DStress.

Inputs:

au = 72cvv= 103oW = 86

U direction = 0V direction = 0

W direction = 90

U plunge = 90V plunge = 0

W plunge = 0



4

1.2 Slip Tendency-Input and Display of a Fault

Summary: Verify accuracy of fault orientation in the legend and the Slip TendencyPlot.

Protocol:

I. In the Slip Tendency Plot window, use left or middle mouse button to drag thenormal to the fault plane (white square) to a new location.

2. Does the Slip Tendency legend accurately reflect the strike and dip of the fault?

Yes.


Fault strike = 51.6Fault dip = 39.1Fault strike and dip are plotted correctly.Fault strike and dip in the legend accurately reflect normal to the fault plane.

5

1.3 Slip Tendency--Calculation of Shear Stress, Normal Stress, and Slip Tendency

Summary: Verify accuracy of shear stress, normal stress, and slip tendency for a

specified fault orientation.

Protocol:

1. Manually verify the accuracy of shear stress, normal stress, and slip tendency fora fault orientation.

Inputs:

cy, = 58 U direction = 0 U plunge = 90

av= 22 V direction = 0 V plunge = 0

a,= 47 W direction = 90 W plunge = 0



cv = 5802 = 47

03 = 22

Calculated shear stress = ajsin 20 13.748L 2

Output shear stress = 13.741. Correct, slight difference attributed to round-offelTor.

Calculated normal stress = 3 j+ 1-3 Cos20 51.618

Output shear stress = 5 1.626. Correct, slight difference attributed to round-offerror.

Calculated slip tendency = calculated shear stress / calculated normal stress =

0.266. Output slip tendency = 0.266. Correct.

2. Does the color beneath the normal to the fault (white square) match the legend

color for this slip tendency?

Yes. The dot is green, in the range of -0.25 1 to -0.302.

9 0

1.4 Slip Tendency-Calculation of Slip Vector

Summary: Verify accuracy of slip direction displayed in the legend and SlipTendency Plot.

Protocol:

1. Manually verify accuracy of legend's slip azimuth, plunge, and rake for a givenfault orientation.

Inputs:

6

a,, = 58(Tv = 22cyw = 47





Slip azimuth = 180Slip plunge = 24.9Slip rake = 90

ColTCct.Conrect.ColTect.

2. Is the fault slip vector accurately plotted?

Yes.

7

1.5 Slip Tendency-Calculation of K, % TsMax, and R

Summary: Verify accuracy of K, %TsMax, and R on Slip Tendency legend.

Protocol:

1. Manually verify the accuracy of K, %TsMax, and R on Slip Tendency legend.

Inputs:

c,, = 58 U direction = 0 U plunge = 90

ov = 22 V direction = 0 V plunge = 0C7, = 47 W direction = 90 W plunge = 0



K = (CT] / 2) / (02/ 3) =0.578Output K = 0.578 ColTect.

%TsMax = slip tendency / maximum slip tendency of all fault orientations for agiven stress state

2 sinrarccos 3TsMax = = )0.5039

+l +U3 _ °-1 r3_ cos arcco IT 32 2 oQl + .3

%TsMax = x100%= 53.1850.5039

Output %TsMax = 53.322 Correct, slight difference attributedto round-off error.

R = ((Al - 02) / ((O1 - 03) = 0.306 Correct.

8

1.6 Dilation Tendency--Plot and Legend

Summary: Verify accuracy of Dilation Tendency Plot and corresponding legend.

Protocol:

1. Record the Slip Tendency legend values for cy, as,,fault dip, K, and R.

c7, normal stress, fault strike,


,, = 58.0ov = 22.0(, = 47.0



2. Select Options on the Main Menu.3. Under Compute select Dilation Tendency4. Are the legend values for au, cy, cy, normal stress, fault strike, fault dip, K, and R


Yes.

5. Manually verify the Dilation Tendency.

Dilation Tendency = (al - an)/ (01 -Ca3) = 0.791Output = 0.790. Concect, slight difference is attributed to round-off error.


Yes, the color is deep blue, corresponding to a slip tendency of -0.700 to -0.800.

9

1.7 Leakage Factor--Plot and Legend

Summary: Verify accuracy of Leakage Factor Plot and corresponding legend.

Protocol:

1. Record the Dilation Tendency legend values for a,, cr, cs, normal stress, faultstrike, fault dip, K, and R.

(au = 58 .0 U direction = 0 U plunge = 90

av = 22.0 V direction = 0 V plunge = 0

(T, = 47.0 W direction = 90 W plunge = 0


2. Select Options on the Main Menu.3. Under Compute select Dilation Tendency4. Are the legend values for au, cy, as, normal stress, fault strike, fault dip, K, and R


Yes.

5. Enter values for Fluid Pressure and Tensile Strength.

Input: Fluid Pressure = 25.3Tensile Strength = 8.7

6. Manually verify the Fluid Pressure Coefficient.

Fluid Pressure Coefficient = Pf / ((rn -T) = 0.662 CorTect.

7. Does the color beneath the normal to the fault (white square) match the legendcolor for this fluid pressure?

Yes, the color is orange, corresponding to a slip tendency of -0.646 to -0.691.

10


2.1 Vertical Variation of cr on Depth vs. Magnitude plot

Summary: Verify accuracy of depth vs. magnitude plot for oY.

Protocol:

1. Under Stress Input, select Vertical Variation.2. Under ay, select pgh.3. Enter values for p and g, and verify the accuracy of depth vs. magnitude plot for

Ov.

Inputs:

p= 2.2g= 3


Display is correct. av is plotted as a straight line stailing at (0, 0) and showing amagnitude of 6.6 MPa at 1000 m depth.

4. Use a text editor to open "test.txt," and record the data points below:

00

100 10

300 10301 20600 201000 60

5. Close the "test.txt" file.6. Under cs, select Profile.7. Select the Profile button.8. Select the "test.txt" file.9. Select the Open button.10. Verify accuracy of oy on depth vs. magnitude plot.

ov is a reasonable line that passes through each of the points listed in Step 4. Plotis correct.

I1

2.2 Constant Values of aGM and cah2 on Depth vs. Magnitude Plot

Summary: Verify accuracy of depth vs. magnitude plot for constants GMl and crh2.

Protocol:

1. Under Mhl, select Constant.2. Enter a magnitude, and verify the accuracy of depth vs. magnitude plot for 0 h1I

Input:

Magnitude = 26


Display is correct.

3. Repeat for Uh2.

Magnitude = 53


Display is correct.

12

2.3 Vertical Variation of (Th, and coh2 on Depth vs. Magnitude Plot

Summary: Verify accuracy of depth vs. magnitude plot for vertical variation of CThl

and Cyh2.

Protocol:

1. Under cTv, select pgh.2. Under Uhl, select Cyhl//v.

3. Enter a ratio, verify the accuracy of depth vs. magnitude plot for Gh I

Input:

GhI/Cxv = 4.5


Display is correct. Thl is plotted as a straight line starting at (0, 0) and showing amagnitude of 29.7 MPa at 1000 m depth.

4. Repeat Step 3 for Uh2.

Input:

6h2/1Gv = 0.7


Display is correct. GTI is plotted as a straight line starting at (0, 0) and showing amagnitude of 4.6 MPa at 1000 m depth.

5. Use a text editor to open "1_to_100.txt," and record the data points below:

00200 20400 40600 60800 801000 100

6. Close the "1_to_100.txt" file.7. Under Uhl, select Profile.8. Select the Profile button.9. Select the "1_to_100.txt" file.10. Select the Open button.11. Verify accuracy of Uhl on depth vs. magnitude plot.

13

Display is correct. Ghl is plotted as a straight line starting at (0, 0) and showing amagnitude of 100 MPa at 1000 m depth.

12. Repeat Steps 7-11 for Uh2h

Display is correct. 01,2 is plotted as a straight line starting at (0, 0) and showing amagnitude of 100 MPa at 1000 m depth.

14

2.4 Fluid Pressure and Effective Stresses on Depth vs. Magnitude Plot

Summary: Verify the accuracy of fluid pressure and effective stresses on depth vs.magnitude plot.

Protocol:

1. Under Fluid Pressure, select Water Table.2. Under cy, select pgh.3. Under cy, set p to 2.65 g/cm3 and g to 9.8 M/S2.4. Enter a zero for depth to water table.5. Verify accuracy of water table on depth vs. magnitude plot.

Water table is a straight line starting at 0 and having a value of 9.8 MPa at IOO0mdepth. Plot is correct.


Effective stresses are all 9.8 MPa lower than their original stresses at IOOOmdepth. Plot is correct.

7. Enter a non-zero value for depth to water table.

Input:

Depth to water table = 240m

8. Verify accuracy of water table on depth vs. magnitude plot.

Water table line is 0 MPa from depths of 0 to 240m. Then, it is straight line witha value of 7.5 MPa at IOOOm depth. Plot is correct.


Effective stresses deviate from original stresses stalling at depth = 240m, and theyare all 7.5 MPa lower than their original stresses at lO0Om depth. Plot is correct.

10. Use a text editor to open "water.txt," and record the data points below:

00200 0201 1300 3700 51000 7

0 15

11. Close the "water.txt" file.12. Under fluid pressure, select Profile.13. Select the Profile button.14. Select the "water.txt" file.15. Select the Open button.16. Verify accuracy of water table on depth vs. magnitude plot.

Water table appears to be a curve passing through the points listed in Step 10.Water table plot is correct.


Effective stresses deviate from original stresses starting at depth = 200m. wherethe water table becomes greater than zero. At the water table point 20(1, 1effective stresses are all I MPa lower than their original stresses at 201m depth.At the water table point 300, 3 effective stresses are all 3 MPa lower than theiroriginal stresses at 300m depth. At the water table point 700, 5 effective stressesare all 5 MPa lower than their original stresses at 700n-| depth. At the water tablepoint 1000, 7 effective stresses are all 3 MPa lower than their original stresses at300m depth.

Plot is correct.

16

2.5 Slip Tendency Plot with Fluid Pressure and Vertical Variations of CT, Cyhl, andUh2.

Summary: Verify the accuracy of Slip Tendency Plot at depth with fluid pressureand vertical variations of Gv, ahl, and Yh2.

Protocol:

1. Under cv, select pgh.2. Enter values for p and g.3. Under Fluid Pressure, select Water Table.4. Under depth to water table, enter a value.5. Under Mhl, select Thl/CV, and enter a ratio.6. Under CYh2, select oh2/CF, and enter a ratio.7. Under Ground elevation, enter a value.8. Under Tendency Plot elevation, enter a value that is less than the ground elevation

and greater than depth to water table.9. Manually calculate depth of Slip Tendency Plot from the ground; cv, GhM, and cYh2

at this depth; fluid pressure, and cyv', ahl', and ah2' at this depth.

Inputs:

p = 2.65 g/cm 3g = 9.8 M/s2

GhI /v = 4.5Gh2/(Jv = 0.7Tendency Plot elevation = 650mGround elevation = lOOOmDepth to water table = 240m

Depth of Slip Tendency Plot from the ground = 350 m

CYv = 9.0895 MPaGMh = 40.90275 MPaCh2 = 6. 3 62 6 5 MPa

Fluid pressure= 1.078 MPa

c;,=8.0115 MPaGhl = 39.82475 MPaCSh2' = 5.28465 MPa

10. Verify accuracy of magnitudes and orientations of cv', Ghl, and (7h2' on SlipTendency legend.

0 * 17

-,, = 8 MPacy, = 39 MPa(ci = 5 MPaValues are correct.

11. Select Single Stress Tensor12. Enter the cv', CThl', and Gh2' values you calculated in Step 9 into the textboxes

corresponding to the cu, cy, and ay values listed in Step 10.13. When you select Single Stress Tensor, the graph and numbers should look the


Yes.

* 0 18

2.6 Dilation Tendency Plot with Fluid Pressure and Vertical Variations of T,, ahl,

and ch2.

Summary: Verify the accuracy of Dilation Tendency Plot at depth with fluidpressure and vertical variations of crv, aGM, and ah2.

Protocol:

1. In the Stress Input window, select Vertical Variation.2. On the Main Menu, select Options.3. Under Compute, select Dilation Tendency.4. When you select Single Stress Tensor, the graph and numbers should look the


Yes.

S~~~19

2.7 Leakage Factor Plot with Fluid Pressure, Tensile Strength and VerticalVariations of CF, Ghl, and ih2.

Summary: Verify the accuracy of Leakage Factor Plot at depth with fluid pressureand vertical variations of av, ahl, and ah2.

Protocol:

1. In the Stress Input window, select Vertical Variation.2. Enter a value for Tensile Strength and record it below.

Input:

Tensile Strength = 7.8

3. On the Main Menu, select Options.4. Under Compute, select Leakage Factor Plot.5. In the Stress Input window, select Single Stress Tensor.6. Is the Tensile Strength the same value you entered in Step 2? If not, change the

Tensile Strength to the value you entered in Step 2.

Yes, it is the same value.

7. Verify accuracy of magnitudes and orientations of OC, Ghl, and C0 h2 on LeakageFactor legend based on your calculations in Section 2.5 Step 9. Note that theseare the original stresses, not the effective stresses.

Cy,, = 9 MPayN, = 40 MPa

= 6 MPa

Values are correct.

8. In the Stress Input window, enter the original stresses csv, CGhl, and ah2 that youcalculated in Section 2.5 Step 9 into the textboxes corresponding to the au, cy,and cy values listed above in Step 7.

9. When you select Single Stress Tensor, the graph and numbers should look thesame. Select Single Stress Tensor. Did everything remain the same?

Yes.

SOFTWARE REQUIREMENTS DESCRIPTION3DSTRESSTM VERSION 2

Prepared by

David A. FerrillNathan M. Franklin

Center for Nuclear Waste Regulatory AnalysesSouthwest Research Institute

San Antonio, Texas

July 2001

Approved by:

H. awrence McKague, le ent ManagerGeology and Geophysics'

0 0

ACKNOWLEDGMENTS

We thank Alan P. Morris, Darrell W. Sims, John A. Stamatakos, Joshua Buckner, Budhi Sagar, andGoodluck I. Ofoegbu for their technical contributions to planning modifications to 3DStressTm.

ii

1 SOFTWARE FUNCTION

3DStressTM version 1.3.3 is a software application that computes the tendency for faults and fractures to slip,dilate, or leak. Slip tendency is the ratio of the shear stress to the normal stress on a fault surface. Dilationtendency is the likelihood for a fault or extension fracture to dilate based on the three-dimensional (3D) stressconditions and is computed from the normal stress and the principal stresses. Leakage factor is similar todilation tendency, but takes into account detailed information on fluid pressure and tensile strength offault-zone or fracture-filling material. The input 3D stress orientations and magnitudes may be interactivelymodified through a user interface. Faults and fractures displayed by 3D)StressTm are colored based on thecomputed slip tendency, dilation tendency, or leakage factor. In addition to slip and dilation tendency,3DStressTM computes the expected slip direction by finding the maximum shear stress for the fault surface.

3DStressTM performs three primary tasks. First, 3DStressTM provides a user interface for interactive controlof the input stress orientations and magnitudes. Second, 3DStressTM computes slip tendency, dilation tendency,leakage factor, and slip direction from the input stress parameters and fault surface orientation. Third,3DStressTm displays 2D and 3D representations of faults and fracture surfaces colored by slip tendency,dilation tendency, or leakage factor.

This software requirements description outlines a series of new and improved features that are to beconsidered for inclusion in 3DStressTM version 2, as feasibility permits.

1.1 FUNCTIONALITY AND FEATURES TO BE CONSIDERED FORINCLUSION

The following bulleted lists of improvements to functionality and features of 3DStressTm are being consideredfor inclusion in 3DStressTM version 2. These functions and features are to varying degrees experimental, andwill not all be implemented in 3DStressTM version 2. Implementation is dependent on complexity, technicalpriority, available time, and level of funding. Within each group, tasks are listed in approximate priority atthis time.

1.1.1 Data Analysis Improvements

* Ability to produce data for probabilistic seismic hazard assessment (PSHA) from fault and stress data.

* Ability to input fault cutoff data and calculate fault-displacement-related parameters(e.g., displacement versus distance graphs and/or cutoff-parallel elongation; Ferrill and Morris, 2001).

* Ability to read and analyze fault trace input files (e.g., *.lin files) with additional attribute informationsuch as dip and slip direction for segments.

* Ability to input rake of slickenlines.

* Ability to estimate the stress tensor from fault slip data (c.f. Gephardt 1990).

* Ability to calculate fault- and fracture-permeability tensors from fault and fracture geometric data andstress tensor information.

1

* Ability to plot multiple failure envelopes based upon a table of rock properties.

* Ability to graphically represent mathematical prediction of failure mode (including hybrid failuremode), failure angle, and failure probability.

* Ability for user to draw fault/fracture reactivation envelope on Mohr plot.

* Ability for user to enter an equation for another value to be calculated.

* Ability to perform spatial analysis of fault and fracture system variability in an area. Outputs mayinclude rose diagrams and contour maps (e.g. contour map of fault density).

* Ability to digitize lines in various display windows and save to file.

1.1.2 Stress Tensor Improvements

* Ability to model three-dimensional stress field variations with vertical and horizontal gradients andaccounting for fluid pressures.

* Ability to input a three-dimensional variable stress field.

* Ability to handle negative normal stresses.

1.1.3 Presentation and Output Improvements

* In Mohr circle and stereographic projection plots, add ability to plot triangular fault patches from 3Dfault/fracture surfaces with dots cross indexed to 3D model. Save ascii data file with fault attributeinformation.

* Ability to output files containing triangular elements of faults and fractures with each element"attributed" with stress-based parameters (e.g., resolved normal and shear stress, etc.) for use withother computational codes such as Fracman.

* In the 3D Viewer, allow contour maps to be displayed as coverages.

* In the Map Viewer, display map-registered image file (e.g., *.bmp, *.tif) as background images.

* Ability to generate high quality print/plot files (e.g., *.cgm, *.ps files).

* In the 3D Viewer, enable the user to slice the display along the reference axes or to specify rangevalues along x, y, and z axes. Add sliders to adjust view to make viewpoint easily reproducible.

* In the Tendency Plot, increase the displayed overlay information and data selection ability.

2

* 0

1.1.4 Minor Alterations/Improvements

* In the Map window, display the map coordinates of the mouse pointer.

* Fix GL font problems in the Graph window, specifically display symbols on graph axes.

* In the Mohr Circle window, display graphical (r, a.) values of the mouse pointer.

* Add additional data import options to enable open communication with other software and amongvarious 3DStressTM functions.

* Debug the saving and loading of stress magnitudes.

* Alter remove data file process in the 3D fault window so user can select which loaded files to remove.

* In Map & 3D Fault windows, move the save button from the options window to the viewer.

* Minimization of all windows when the control bar is minimized.

* Improve file input GUI to allow multiple file selection, and options for files to be loaded but notdisplayed.

* Save overlays in a format that retains color and shape in the stereographic projection.

* In the stereographic projection, add option to have a single range value always represent the samecolor. Add a toggle button and allow the user to set the maximum and minimum of the scale.

* Add capability to perform correction for directional sampling bias of fault and fracture data(e.g., Terzaghi 1965).

* Add capability to save the settings of the current session for later use.

1.1.5 System Improvements

* Develop a 3DStressTm executable for PC computer systems.

3

0 0

2 TECHNICAL BASIS AND MATHEMATICAL MODEL

3DStressTM is founded on the principles of fault kinematics (Morris et al., 1996). These principles state thatthe input principal stresses can be resolved into a normal stress and shear stress acting on a fault surface. Thenormal stress is perpendicular to the fault surface, while the shear stress lies in the plane of the fault surface.The greater the ratio of the shear stress to the normal stress, the greater the slip tendency. Frictioncharacteristics and rock material properties are not modeled by 3DStressTm.

The input principal stresses are labeled as follows:

a, = maximum principal compressive stress02 = intermediate principal compressive stress03 = minimum principal compressive stress

Where: a, > q2 > °3

The equation for computing slip tendency (from Morris et al., 1996, Ferrill et al., 1999) is given below.

ISlip tendency = (1)

CG n

Where: r = shear stressAn = normal stress

The equation for computing dilation tendency (from Ferrill et al., 1999) is given below.

Dilation tendency =( C n (2)(CY1 - C3)

Where: o, = normal stressa, = maximum principal compressive stress03 = minimum principal compressive stress

The equation for computing leakage factor is given below.

PLeakage factor = (3)

(Ca - To)

Where: on = normal stressPf = fluid pressure

To = tensile strength

4

3 COMPUTATIONAL APPROACH

3.1 DATA FLOW AND USER INTERFACE

In order to compute slip tendency, dilation tendency, or leakage factor two sets of input data are required.First, the input principal stress orientations and magnitudes are needed. Second, the fault surface orientationis required. From these inputs, the normal and shear stresses on the fault surface are computed. Finally, slipor dilation tendency is computed from the principal, normal, and shear stresses.

The user interface enables the user to input the principal stress orientations and magnitudes and to select aparticular fault surface orientation. In addition, the user may select a 2D or 3D fault coverage that is displayedand colored by slip or dilation tendency.

3.2 Hardware and Software Requirements

3.2.1 Target Platforms

3DStressTm executes on Silicon Graphics and Sun workstations. The program is to be compatible with theIRIX and Solaris operating systems. We may develop a 3DStressTm executable for PC computer systems.

3.2.2 Programming Language

3DStressTM is written in the C++ programming language using an object oriented design. The program utilizesthe Open GL graphics and Motif libraries. The OpenGL libraries provide 2D and 3D graphics renderingcapabilities. The Motif libraries are used to create the graphical user interface to the program.

3.3 Graphics Requirements

3DStressTm requires workstations with 2D and 3D graphics capabilities.

3.4 Pre- and Post-Processors

3DStressTm does not require any pre- or post-processors to run the software.

3.5 Software Validation

3DStressTM version 1.3.3 is currently scheduled for validation for March 14, 2002. We plan to validate3DStressTM version 2 after its completion and release.

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4 REFERENCES

Ferrill, D.A., and A.P. Morris. Displacement gradient and deformation in normal fault systems. Journal ofStructural Geology 23: 619-638. 2001.

Ferrill, D.A., J. Winterle, G. Wittmeyer, D. Sims, S. Colton, A. Armstrong, and A.P. Morris. Stressed rockstrains groundwater at Yucca Mountain, Nevada. GSA Today 9(5): 1-8. 1999.

Gephart, J. W. Stress and the direction of slip on fault planes. Tectonics 9: 845-858. 1990.

Morris, A.P., D.A. Ferrill, and D.B. Henderson. Slip tendency and fault reactivation. Geology 24: 275-278.1996.

Terzaghi, R. Sources of error in joint surveys. Geotechnique 15: 287. 1965.

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SOFTWARE DEVELOPMENT PLAN FOR3DSTRESSTM , VERSION 2.0

Prepared for

U.S. Nuclear Regulatory CommissionContract NRC-02-97-009

Prepared by

Nathan M. FranklinDavid A. Ferrill


September 2002

Approved by:Lawrence McKague

Element Manager, GLGP

0 �� C"Jt�-I / qDat 81eDate

1.0 SCOPE

This document establishes the Software Development Plan to be implemented by the Center forNuclear Waste Regulatory Analyses (CNWRA) for the development and release of the3DStressTM version 2 software application. The software will be provided to the NuclearRegulatory Commission without proprietary restrictions. 3DStressTM version 2 will result frommodifications made to the existing version 1.3.3 of the 3DStressTm application.

2.0 BASELINE ITEMS

The 3DStressTM version 1.3 application is used by scientists and engineers to study therelationship between static stress fields and geologic faulting and fracturing. 3DStressTM utilizesuser defined stress fields to compute the likelihood of fault slip or fracture dilation based on theorientation of the fault or fracture. 3DStressTM provides user input, computation, and datavisualization tools to create an interactive environment in which various stress models may bestudied and explored efficiently.

3DStressTM version 1.3 executes on both a Silicon Graphics workstation running the IRIXoperating system and a Sun workstation running the Solaris operating system. The applicationdoes not communicate or interface with any other computer system or software application.

3DStressTM version 2 will incorporate all the functionality and user interface features ofversion 1.3. Additional functionality and user interface features described in the SoftwareRequirements Document and subject to the Management and Development Proceduresdescribed in sections 3 and 4 (below) will be incorporated into version 2.

3.0 PROJECT MANAGEMENT

The development team (Project Manager, and appropriate programming and scientific staff atCNWRA) have compiled a list of functions and features that would enhance the use andperformance of 3DStressTM (see the Software Requirements Description for 3DStressTMversion 2). This list will be prioritized according to its usefulness and technical feasibility forinclusion in 3DStressTM version 2. Each item on the list will be researched and outlined inprototype form for evaluation by the development team. Items selected by the developmentteam for implementation will be designed and coded for further testing and evaluation prior tofinal inclusion in 3DStressTM version 2 (see section 4 below).

3.1 Work Breakdown Structure

3.2 Projected Schedule

In the first phase, development of selected functions and features found in the SoftwareRequirements Description will occur. On completion, acceptance testing will occur onSeptember 16, 2002.

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3.3 Staffing

The staff development team will be composed of programers and a project manager. Theprogramers will have knowledge in developing in the C++ coding language and programminggraphical user interfaces.

4.0 DEVELOPMENT PROCEDURES

This section describes the plans for developing 3DStressTM version 2.

4.1 Environment and Resources

The following sections describe the hardware and software resources used in developing3DStressTM version 2.

4.1.1 Hardware Resources

The development of the 3DStressTm application will be performed on a Silicon Graphics Onyx 2

and Sun Ultra 10 workstations located at the CNWRA. The Silicon Graphics workstation runsthe IRIX (version 6.5.14) operating system. The Sun workstation runs the Solaris operatingsystem (version 2.8).

4.1.2 Software Resources

The development will make use of available C++ compilers for both platforms. Thedevelopment effort will also make use of the Qt and OpenGL libraries for the Solaris and Irixoperation systems.

4.2 Software Development Lifecycle

Translating the SRD requirements into software will occur in the following phases.

4.2.1 Design and Prototype Development

Each new feature or aspect of functionality that is to be considered for inclusion in 3DStressTM2.x will be researched and designed by the scientific and programming staff at CNWRA.

4.2.2 Selection

The development team will evaluate the prototype feature/functionality for its ease of use,contribution to the usefulness of the program, and scientific veracity. Only if a feature orfunction is considered to contribute to the ease of use and/or the scientific usefulness of theprogram will it be implemented.

4.2.3 ImplementationThe new feature or function will be integrated into the existing 3DStressTM code by CNWRAprogramming staff.

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4.2.4 Testing and debugging

New features will be tested for correct operation. New functionality will be tested for correctoutput using datasets available at CNWRA.

4.2.5 Final implementation

All new features and functions will be incorporated into the 3DStressTM code and tested formutual compatibility.

4.3 Coding

All of the software for 3DStressTM version 2.x will be done in the C++ programming language.The software will utilize the Qt library for the user interface development and the OpenGLlibraries for graphics rendering.

The design of the software will ensure that the software is modular and partitioned into distinctclasses based upon data and functionality. The coding of the software will be done with anobject oriented design and the development team will code the software in a manner whichpromotes software maintainability, reusablility, clarity and efficiency.

Coding style will be in accordance with that which has been historically used for development of3DStressTM. In addition, header files will be commented to be used by the Doxygendocumentation system.

4.4 Acceptance Testing and Analysis

Acceptance testing will performed and recorded in electronic software development files.

5.0 CONFIGURATION MANAGEMENT

The project repository will be used to store the baseline configuration items during development.This repository will be located at /work/nfrankli/3dstressdevN2.0 on the 10 machine at theCNWRA. Backing up the project files will be done on tape and CD as needed. At thecompletion of development, the code will be put under control by a software configurationcontrol system. The standard software change report form will be used for all significantchanges to the controlled software.

6.0 REFERENCES

None.

7.0 APPENDICES

None.

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