RockFall Units of Measure: U.S. - NRC: Home Page · 2012. 11. 18. · Canyon\RockFall Analyses\CRSP...

CRSP Input File -C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo Canyon\RockFall"> Analyses\CRSP Analyses\CrossSectionI-I'_Model2a.dat

Input File Specifications

Units of Measure: U.S.Total Number of Cells: 16Analysis Point 1 X-Coordinate: 960Analysis Point 2 X-Coordinate: 990Analysis Point 3 X-Coordinate: 1010Initial Y-Top Starting Zone Coordinate: 370Initial Y-Base Starting Zone Coordinate: 369

Remarks: cross section I-I', blocks from toe of model 2A

Cell Data

Cell No. S.R. Tang. C. Norm. C. Begin X Begin Y End X End Y

1 .5 .83 .35 890 369 900 3652 .5 .83 .35 900 365 910 3613 .5 .83 .35 910 361 920 3594 .5 .83 .35 920 359 930 3575 .5 .83 .35 930 357 940 3546 .5 .83 .35 940 354 950 3517 .5 .83 .35 950 351 960 3488 .5 .83 .35 960 348 961 3479 .5 .74 .45 961 347 970 33010 .5 .74 .45 970 330 996 33011 .5 .74 .45 996 330 1005 31012 0 .9 .5 1005 310 1119 310

13 0 .9 .5 1119 310 1120 30614 0 .9 .5 1120 306 1130 30515 0 .9 .5 1130 305 1140 30416 0 .9 .5 1140 304 1300 300

CRSP Simulation Specifications: Used with C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSectionI-I' _Model2a.dat

Total Number of Rocks Simulated: 1000Starting Velocity in X-Direction: 7.5 ft/secStarting Velocity-in Y-Direction: 0 ft/secStarting Cell Number: 1Ending Cell Number: 16Rock Density: 142 lb/ft^3Rock Shape: CylindricalDiameter: 3 ftLength: 3 ft

CRSP Analysis Point 1 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSectionI-I' _Model2a.dat

Analysis Point 1: X = 960, Y = 348

Total Rocks Passing Analysis Point: 1000

Cumulative Probability Velocity (ft/sec) Energy (ft-lb) Bounce Ht. (ft)

50%75%90%95%98%

16.8717.9818.9819.5820.25

2015922579247562606327529

0.144.849.0611.614.44

Velocity (ft/sec)

Maximum: 21.08Average: 16.87Minimum: 11.99Std. Dev.: 1.65

Bounce Height (ft)

Maximum: 1.23Average: .33G. Mean: .14Std. Dev.: 6.95

Kinetic Energy (ft-lb)

Maximum: 29710Average: 20159Std. Dev.: 3584


CRSP Analysis Point 2 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSectionI-I'_Model2a.dat




50%75%90%95%98%

8.0910.2112.1113.2614.54

56748476109961250914207

0.065.4310.2613.1616.42

Velocity (ft/sec)


Bounce Height (ft)




Remarks: cross section I-II, blocks from toe of model 2A

CRSP Analysis Point 3 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSectionI-I'_Model2a.dat




50%75%90%95%98%

15.2518.6621.7323.5725.64

1795925685326333680541487

0.582.193.654.525.5

Velocity (ft/sec)


Bounce Height (ft)




Remarks: cross section I-II, blocks from toe of model 2A

CRSP Data Collected at End of Each Cell - C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSectionI-I'_Model2a.dat

Velocity Units: ft/sec Bounce Height Units: ft

Cell # Max. Vel. Avg. Vel. S.D. Vel. Max. Bounce Ht. Avg. Bounce Ht.

1315141415161718307

1.161.241.341.531.641.651 .651.83.122.76

29 3past end of cell

123456789101112

1619171820202122391737

No rocks

111111.1215217

00000000803.3

13 No rocks past end of cell14 No rocks past end of cell15 No rocks past end of cell16 No rocks past end of cell

CRSP Rocks Stopped Data - C:\CMBjWLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSectionI-I'_Model2a.dat

X Interval Rocks Stopped

O To 10 ft 010 To 20 ft 020 To 30 ft 030 To 40 ft 040 To 50 ft 050 To 60 ft 060 To 70 ft 070 To 80 ft 080 To 90 ft 090 To 100 ft 0100 To 110 ft 0110 To 120 ft 0120 To 130 ft 0130 To 140 ft 0140 To 150 ft 0150 To 160 ft 0160 To 170 ft 0170 To 180 ft 0180 To 190 ft 0190 To 200 ft 0200 To 210 ft 0210 To 220 ft 0220 To 230 ft 0230 To 240 ft 0240 To 250 ft 0250 To 260 ft 0260 To 270 ft 0270 To 280 ft 0280 To 290 ft 0290 To 300 ft 0300 To 310 ft 0310 To 320 ft 0320 To 330 ft 0330 To 340 ft 0340 To 350 ft 0350 To 360 ft 0360 To 370 ft 0370 To 380 ft 0380 To 390 ft 0390 To 400 ft 0400 To 410 ft 0410 To 420 ft 0420 To 430 ft 0430 To 440 ft 0

440 To450 To460 To470 To480 To490 To500 To510 To520 To530 To540 To550 To560 To570 To580 To590 To600 To610 To620 To630 To640 To650 To660 To670 To680 To690 To700 To710 To720 To730 To740 To750 To760 To770 To780 To790 To800 To810 To820 To830 To840 To850 To860 To870 To880 To890 To900 To910 To920 To930 To940 To950 To960 To970 To980 To990 To1000 To

450 ft460 ft470 ft480 ft490 ft500 ft510 ft520 ft530 ft540 ft550 ft560 ft570 ft580 ft590 ft600 ft610 ft620 ft630 ft640 ft650 ft660 ft670 ft680 ft690 ft700 ft710 ft720 ft730 ft740 ft750 ft760 ft770 ft780 ft790 ft800 ft810 ft820 ft830 ft840 ft850 ft860 ft870 ft880 ft890 ft900 ft910 ft920 ft930 ft940 ft950 ft960 ft970 ft980 ft990 ft1000 ft

1010 ft

0000000000000000000000000000000000000000000000000000045408261

0

1010 To1020 To1030 To1040 To1050 To1060 To1070 To1080 To1090 To1100 To1110 To1120 To1130 To1140 To1150 To1160 To1170 To1180 To1190 To1200 To1210 To1220 To1230 To1240 To1250 To1260 To1270 To1280 To1290 To

1020 ft1030 ft1040 ft1050 ft1060 ft1070 ft1080 ft1090 ft1100 ft1110 ft1120 ft1130 ft1140 ft1150 ft1160 ft1170 ft1180 ft1190 ft1200 ft1210 ft1220 ft1230 ft1240 ft1250 ft1260 ft1270 ft1280 ft1290 ft1300 ft

591567100000000000000000000000000

CRSP Input File -C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo Canyon\RockFallAnalyses\CRSP Analyses\CrossSection I-I'\Model 2a\CrossSectionI-I'_Model2a.dat


Units of Measure: U.S.

Total Number of Cells: 16Analysis Point 1 X-Coordinate: 960Analysis Point 2 X-Coordinate: 990Analysis Point 3 X-Coordinate: 1010Initial Y-Top Starting Zone Coordinate: 370Initial Y-Base Starting Zone Coordinate: 369


Cell Data

Cell No. S.R. Tang. C.

1 .52 .53 .54 .55 .56 .57 .58 .59 .510 .511 .512 013 014 015 016 0

.83

.83

.83

.83

.83

.83

.83

.83

.74

.74

.74

.9

.9

.9

.9.9

Norm. C. Begin X

.35

.35

.35

.35

.35

.35

.35

.35

.45

.45

.45

.5

.5

.5

.5

.5

89090091092093094095096096197099610051119112011301140

CRSP Simulation Specifications: Used with C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model

2a\CrossSectionI-I'_Model2a.dat

Total Number of Rocks Simulated:Starting Velocity in X-Direction:Starting Velocity in Y-Direction:Starting Cell Number: 1Ending Cell Number: 16Rock Density: 142 lb/ft'3Rock Shape: CylindricalDiameter: 3 ft

Length: 6 ft

10007.5 ft/sec0 ft/sec

Begin Y

369365361359357354351348347330330310310306305304

End X

900910920930940950960961970996100511191120113011401300

End Y

365361359357354351348347330330310310306305304300

CRSP Analysis Point 1 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection I-I\Model 2a\CrossSectionI-

I'_Model2a.dat



Cumulative ProbabilityHt. ft)

50%75%90%95%98%

Velocity ft/sec)

Velocity (ft/sec)

22.1922.9123 .5523 .9424.37

6264466339696627165773896

Bounce Height ft)

Energy (ft-lb) Bounce

0. 055.8411.0514 .1817. 69



Maximum: .61 1Average: .15 jG. Mean: .05Std. Dev.: 8.58

Maximum:Average:Std. Dev.:


CRSP Analysis Point 2 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model 2a\CrossSectionI-

I'_Model2a.dat



Cumulative ProbabilityHt. Cft)

50%75%90%95%98%

Velocity ft/sec)

Velocity (ft/sec)

16.3917 . 8519.1619.9520.83

3576041780471945044554093

Bounce Height (ft)


0. 173.426.358.1110.08


Maximum: 1.2 Maximum: 60794

7541962644

5471

Maximum: 21.8

Average: .29G. Mean: .17Std. Dev.: 4.82

Average: 35760Std. Dev.: 8915



I'_Model2a.dat



Cumulative ProbabilityHt. (ft)

50%75%90%95%98%

Velocity ft/sec)

Velocity ft/sec)

29.535 6141.144.448.1

Energy (ft-lb)

97531125954151519166868184093

Bounce Height (ft)

Bounce

2.755.78.369.9611.75



Maximum: 14.61Average: 4.96G. Mean: 2.75Std. Dev.: 4.37



CRSP Data Collected at End of Each Cell - C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model


Velocity Units: ft/sec

Cell # Max. Vel.

Bounce Height Units: ft

Avg. Vel. S.D. Vel. Max. Bounce Ht. Avg. Bounce Ht.

14181718

.69

.81

.85

.93

0000

19 1.04

0000

1 0

Average:Minimum:Std. Dev.

16.397.71: 2.16

12345

1620192022

6 24 21 1.04 1 07 25 22 1.06 1 08 25 23 1.12 1 09 39 31 1.93 15 1110 20 15 2.27 1 011 37 26 2.73 19 1312 No rocks past end of cell13 No rocks past end of cell14 No rocks past end of cell15 No rocks past end of cell16 No rocks past end of cell

CRSP Rocks Stopped Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model 2a\CrossSectionl-I'_Model2a.dat


0 To 10 ft 010 To 20 ft 020 To 30 ft 030 To 40 ft 040 To 50 ft 050 To 60 ft 060 To 70 ft 070 To 80 ft 080 To 90 ft 090 To 100 ft 0100 To 110 ft 0110 To 120 ft 0120 To 130 ft 0130 To 140 ft 0140 To 150 ft 0150 To 160 ft 0160 To 170 ft 0170 To 180 ft 0180 To 190 ft 0190 To 200 ft 0200 To 210 ft 0210 To 220 ft 0220 To 230 ft 0230 To 240 ft 0240 To 250 ft 0250 To 260 ft 0260 To 270 ft 0270 To 280 ft 0280 To 290 ft 0290 To 300 ft 0300 To 310 ft 0310 To 320 ft 0320 To 330 ft 0330 To 340 ft 0340 To 350 ft 0350 To 360 ft 0


370 ft380 ft390 ft400 ft410 ft420 ft430 ft440 ft450 ft460 ft470 ft480 ft490 ft500 ft510 ft520 ft530 ft540 ft550 ft560 ft570 ft580 ft590 ft600 ft610 ft620 ft630 ft640 ft650 ft660 ft670 ft680 ft690 ft700 ft710 ft720 ft730 ft740 ft750 ft760 ft770 ft780 ft790 ft800 ft810 ft820 ft830 ft840 ft850 ft860 ft870 ft880 ft890 ft900 ft910 ft920 ft930 ft

930 To 940 ft 0940 To 950 ft 0950 To 960 ft 0960 To 970 ft 0970 To 980 ft 0980 To 990 ft 0990 To 1000 ft 21000 To 1010 ft 01010 To 1020 ft 30

1020 To 1030 ft 3951030 To 1040 ft 5491040 To 1050 ft 241050 To 1060 ft 01060 To 1070 ft 01070 To 1080 ft 01080 To 1090 ft 01090 To 1100 ft 01100 To 1110 ft 01110 To 1120 ft 01120 To 1130 ft 01130 To 1140 ft 01140 To 1150 ft 01150 To 1160 ft 01160 To 1170 ft 01170 To 1180 ft 01180 To 1190 ft 01190 To 1200 ft 01200 To 1210 ft 01210 To 1220 ft 01220 To 1230 ft 01230 To 1240 ft 01240 To 1250 ft 01250 To 1260 ft 01260 To 1270 ft 01270 To 1280 ft 01280 To 1290 ft 01290 To 1300 ft 0

CRSP Input File -C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo Canyon\RockFallAnalyses\CRSP Analyses\CrossSection I-I'\Model 2a\CrossSectionI-II_Model2a.dat




Cell Data

Cell No. S.R. Tang. C.

1 .52 .53 .54 .55 .56 .57 .58 .59 .510 .511 .512 013 014 015 016 0

.83

.83

.83

.83

.83

.83

.83

.83

.74

.74

.74

.9

.9

.9

.9

.9

Norm. C. Begin X

.35

.35

.35

.35

.35

.35

.35

.35

.45

.45

.45

.5

.5

.5

.5

.5

89090091092093094095096096197099610051119112011301140

CRSP Simulation Specifications: Used with C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model


Total Number of Rocks Simulated:Starting Velocity in X-Direction:Starting Velocity in Y-Direction:Starting Cell Number: 1

Ending Cell Number: 16Rock Density: 142 lb/ft^3Rock Shape: CylindricalDiameter: 5 ftLength: 10 ft


Begin Y

369365361359357354351348347330330310310306305304

End X

900910920930940950960961970996100511191120113011401300

End Y

365361359357354351348347330330310310306305304300

CRSP Analysis Point 1 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection I-I\Model 2a\CrossSectionI-I' _Model2a.dat




50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

20.1222.8625.3326.828.46

Energy (ft-lb)

249011298905343782370724400962

Bounce Height (ft)

Bounce

0.015.049.5712.2915.35



Maximum: .19 1Average: .01 iG. Mean: .01Std. Dev.: 7.46

gaximum: 342053Average: 249011Std. Dev.: 73895


CRSP Analysis Point 2 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model 2a\CrossSectionI-I'_Model2a.dat




50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

15.9918.1420.0621.2222.52

Energy (ft-lb)

160286201204238008260103284901

Bounce Height (ft)

Bounce

0.054.819.111.6714.55


Maximum: .47 Maximum: 292692Maximum: 22.24

Average: .13 2G. Mean: .05Std. Dev.: 7.05

Average: 1602863td. Dev.: 60601



I'_Model2a.dat




50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

24.9332.1438.6242.5246.88

356888507307642600723824814985

Bounce Height (ft)


2.55.117.468.8710.45



Maximum: 12.57Average: 4.74G. Mean: 2.5 Std.Std. Dev.: 3.87

Dev.:

Maximum: 605725Average: 356888

222777


CRSP Data Collected at End of Each Cell - C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model



Cell Max. Vel. Avg. Vel.

12345

1820202022

1614151317

S.D. Vel. Max. Bounce Ht.

1.015.543.894.464.47

00000

Avg. Bounce Ht.

-1-1-l-10

Average:Minimum:Std. Dev.

15.998 . 92: 3.17

6 23 18 4.33 0 07 24 20 4.06 0 08 25 21 3.6 1 09 37 30 1.82 13 910 21 15 3.66 0 011 34 27 2.72 17 1112 No rocks past end of cell13 No rocks past end of cell14 No rocks past end of cell15 No rocks past end of cell16 No rocks past end of cell

CRSP Rocks Stopped Data - C:\CMB-WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model 2a\CrossSectionI-I'_Model2a.dat


0 To 10 ft 010 To 20 ft 020 To 30 ft 030 To 40 ft 040 To 50 ft 050 To 60 ft 060 To 70 ft 070 To 80 ft 080 To 90 ft 090 To 100 ft 0100 To 110 ft 0110 To 120 ft 0120 To 130 ft 0130 To 140 ft 0140 To 150 ft 0150 To 160 ft 0160 To 170 ft 0170 To 180 ft 0180 To 190 ft 0190 To 200 ft 0200 To 210 ft 0210 To 220 ft 0220 To 230 ft 0230 To 240 ft 0240 To 250 ft 0250 To 260 ft 0

260 To 270 ft 0270 To 280 ft 0280 To 290 ft 0290 To 300 ft 0300 To 310 ft 0310 To 320 ft 0320 To 330 ft 0330 To 340 ft 0340 To 350 ft 0350 To 360 ft 0

360 To370 To380 To390 To400 To410 To420 To430 To440 To450 To460 To470 To480 To490 To500 To510 To520 To530 To540 To550 To560 To570 To580 To590 To600 To610 To620 To630 To640 To650 To660 To670 To680 To690 To700 To710 To720 To730 To740 To750 To760 To770 To780 To

790 To800 To810 To820 To830 To840 To850 To860 To870 To880 To890 To900 To910 To

370 ft380 ft390 ft400 ft410 ft420 ft430 ft440 ft450 ft460 ft470 ft480 ft490 ft500 ft510 ft520 ft530 ft540 ft550 ft560 ft570 ft580 ft590 ft600 ft610 ft620 ft630 ft640 ft650 ft660 ft670 ft680 ft690 ft700 ft710 ft720 ft730 ft740 ft750 ft760 ft770 ft780 ft790 ft

800 ft810 ft820 ft830 ft840 ft850 ft860 ft870 ft880 ft890 ft900 ft910 ft920 ft

00000000000166304

920 To 930 ft 181930 To 940 ft 247940 To 950 ft 38950 To 960 ft 18960 To 970 ft 0970 To 980 ft 0980 To 990 ft 0990 To 1000 ft 01000 To 1010 ft 01010 To 1020 ft 51020 To 1030 ft 151030 To 1040 ft 201040 To 1050 ft 61050 To 1060 ft 01060 To 1070 ft 01070 To 1080 ft 01080 To 1090 ft 01090 To 1100 ft 01100 To 1110 ft 01110 To 1120 ft 01120 To 1130 ft 01130 To 1140 ft 01140 To 1150 ft 01150 To 1160 ft 01160 To 1170 ft 01170 To 1180 ft 01180 To 1190 ft 01190 To 1200 ft 01200 To 1210 ft 01210 To 1220 ft 01220 To 1230 ft 01230 To 1240 ft 01240 To 1250 ft 01250 To 1260 ft 01260 To 1270 ft 01270 To 1280 ft 01280 To 1290 ft 01290 To 1300 ft 0

CRSP Input File -C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo Canyon\RockFallk Analyses\CRSP Analyses\CrossSectionI-I'_Model2b.dat



Remarks: Slope along cross section I-I'

Cell Data


1 .5 .83 .35 750 417 760 4142 .5 .83 .35 760 414 770 4113 .5 .83 .35 770 411 780 4074 .5 .83 .35 780 407 790 4045 .5 .83 .35 790 404 800 4006 .5 .83 .35 800 400 810 3977 .5 .83 .35 810 397 817 3948 .5 .73 .4 817 394 827 3949 .5 .83 .35 827 394 830 38910 .5 .83 .35 830 389 840 38511 .5 .83 .35 840 385 850 38112 .5 .83 .35 850 381 860 37813 .5 .83 .35 860 378 870 37614 .5 .83 .35 870 376 880 37115 .5 .83 .35 880 371 890 36916 .5 .83 .35 890 369 900 36517 .5 .83 .35 900 365 910 36118 .5 .83 .35 910 361 920 35919 .5 .83 .35 920 359 930 35720 .5 .83 .35 930 357 940 35421 .5 .83 .35 940 354 950 35122 .5 .83 .35 950 351 960 34823 .5 .83 .35 960 348 961 34724 .5 .74 .45 961 347 970 33025 .5 .74 .45 970 330 996 33026 .5 .74 .45 996 330 1005 31027 0 .9 .5 1005 310 1119 31028 0 .9 .5 1119 310 1120 30629 0 .9 .5 1120 306 1130 30530 0 .9 .5 1130 305 1140 30431 0 .9 .5 1140 304 1300 300

CRSP Simulation Specifications: Used with C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSectionI-I'_Model2b.dat

Total Number of Rocks Simulated:Starting Velocity in X-Direction:Starting Velocity in Y-Direction:Starting Cell Number: 1Ending Cell Number: 31Rock Density: 142 lb/ftA3Rock Shape: CylindricalDiameter: 3 ftLength: 3 ft


CRSP Analysis Point 1 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSectionI-I'_Model2b.dat




50%75%90%95%98%

Velocity (ft/sec)

Velocity ft/sec)

24.6726.5828.2929.3230.47

4342549659552655863162409

Bounce Height (ft)


0.314.368.0110.212 .65



Maximum: 2.22Average: .65G. Mean: .31Std. Dev.: 6



CRSP Analysis Point 2 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSectionI-I'_Model2b.dat




50%75%90%95%98%

Velocity (ft/sec)

16.3819. 6722.6324.4126.4

2178329997373844181946797

0.432.925.156.498

Velocity (ft/sec) Bounce Height (ft) Kinetic Energy (ft-lb)

Maximum:Average:Minimum:Std. J)ev.

43.3916.383. 07

4.87

Maximum: 2.6 Maximum:Average: .68 Average:G. Mean: .43 Std. Dev.Std. Dev.: 3.68

10764321783: 12164


CRSP Analysis Point 3 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSectionI-I' _Model2b.dat




50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

25.2332.1838.4342.1846.39

4192258673737398278492936

Bounce Height (ft)


2.225.839.0711.0213.2






i CRSP Data Collected at End of Each Cell - C:\CMB LA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSectionI-I'_Model2b.dat




1 13 10 1.06 0 02 15 12 1.19 1 03 19 15 1.28 1 04 19 16 1.32 1 05 22 18 1.48 1 06 23 18 1.6 1 07 25 20 1.71 2 08 20 14 2.26 1 09 23 16 2.38 6 410 31 19 3.96 4 011 28 20 2.44 2 012 27 21 2.21 2 0

13 27 20 2.3 2 014 30 24 2.61 4 015 28 21 2.36 2 016 30 23 2.61 3 017 35 25 2.56 2 018 29 23 2.42 3 019 30 22 2.66 2 020 31 24 2.81 3 021 33 24 2.72 2 022 32 25 2.82 2 023 33 25 2.9 3 124 40 32 3.53 17 1225 26 15 4.65 2 026 38 27 3.98 22 1127 No rocks past end of cell28 No rocks past end of cell29 No rocks past end of cell30 No rocks past end of cell31 No rocks past end of cell

CRSP Rocks Stopped Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSectionI-I'_Model2b.dat


0 To 10 ft 010 To 20 ft 020 To 30 ft 030 To 40 ft 040 To 50 ft 050 To 60 ft 060 To 70 ft 070 To 80 ft 080 To 90 ft 0


90 To 100 ft 0100 To 110 ft 0110 To 120 ft 0120 To 130 ft 0130 To 140 ft 0140 To 150 ft 0150 To 160 ft 0160 To 170 ft 0170 To 180 ft 0180 To 190 ft 0190 To 200 ft 0200 To 210 ft 0210 To 220 ft 0220 To 230 ft 0230 To 240 ft 0240 To 250 ft 0250 To 260 ft 0260 To 270 ft 0270 To 280 ft 0280 To 290 ft 0290 To 300 ft 0300 To 310 ft 0310 To 320 ft 0320 To 330 ft 0330 To 340 ft 0340 To 350 ft 0350 To 360 ft 0360 To 370 ft 0370 To 380 ft 0380 To 390 ft 0390 To 400 ft 0400 To 410 ft 0410 To 420 ft 0420 To 430 ft 0430 To 440 ft 0440 To 450 ft 0450 To 460 ft 0460 To 470 ft 0470 To 480 ft 0480 To 490 ft 0490 To 500 ft 0500 To 510 ft 0510 To 520 ft 0520 To 530 ft 0530 To 540 ft 0540 To 550 ft 0550 To 560 ft 0560 To 570 ft 0570 To 580 ft 0580 To 590 ft 0590 To 600 ft 0600 To 610 ft 0610 To 620 ft 0620 To 630 ft 0630 To 640 ft 0640 To 650 ft 0650 To 660 ft 0


670 ft680 ft690 ft700 ft710 ft720 ft730 ft740 ft750 ft760 ft770 ft780 ft790 ft800 ft810 ft820 ft830 ft840 ft850 ft860 ft870 ft880 ft890 ft900 ft910 ft920 ft930 ft940 ft950 ft960 ft970 ft980 ft990 ft1000 ft

1010 ft1020 ft1030 ft1040 ft1050 ft1060 ft1070 ft1080 ft1090 ft1100 ft1110 ft1120 ft1130 ft1140 ft1150 ft1160 ft1170 ft1180 ft1190 ft1200 ft1210 ft1220 ft1230 ft

0000000000000000000000000000000013

320963363511462600000000000000000

1230 To1240 To1250 To1260 To1270 To1280 To1290 To

1240 ft1250 ft1260 ft1270 ft1280 ft1290 ft1300 ft

0000000

CRSP Input File -C:\CMB-WLA\ActiveProjects\1223 - PG&E Diablo Canyon\RockFallAnalyses\CRSP Analyses\CrossSection I-I'\Model 2b\CrossSectionI-I'_Model2b.dat




Cell Data


1 .5 .83 .35 750 417 760 414

2 .5 .83 .35 760 414 770 4113 .5 .83 .35 770 411 780 407

4 .5 .83 .35 780 407 790 4045 .5 .83 .35 790 404 800 400

6 .5 .83 .35 800 400 810 3977 .5 .83 .35 810 397 817 3948 .5 .73 .4 817 394 827 3949 .5 .83 .35 827 394 830 38910 .5 .83 .35 830 389 840 38511 .5 .83 .35 840 385 850 38112 .5 .83 .35 850 381 860 37813 .5 .83 .35 860 378 870 376

14 .5 .83 .35 870 376 880 37115 .5 .83 .35 880 371 890 36916 .5 .83 .35 890 369 900 36517 .5 .83 .35 900 365 910 36118 .5 .83 .35 910 361 920 359

19 .5 .83 .35 920 359 930 35720 .5 .83 .35 930 357 940 35421 .5 .83 .35 940 354 950 35122 .5 .83 .35 950 351 960 34823 .5 .83 .35 960 348 961 347

24 .5 .74 .45 961 347 970 33025 .5 .74 .45 970 330 996 33026 .5 .74 .45 996 330 1005 310

27 0 .9 .5 1005 310 1119 310

28 0 .9 .5 1119 310 1120 30629 0 .9 .5 1120 306 1130 305

30 0 .9 .5 1130 305 1140 304

31 0 .9 .5 1140 304 1300 300

CRSP Simulation Specifications: Used with C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model2b\CrossSectionI-I'_Model2b.dat

Total Number of Rocks Simulated:Starting Velocity in X-Direction:Starting Velocity in Y-Direction:Starting Cell Number: 1Ending Cell Number: 31Rock Density: 142 lb/ft'3Rock Shape: CylindricalDiameter: 3 ftLength: 6 ft


CRSP Analysis Point 1 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model 2b\CrossSectionI-I'_Model2b.dat




50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

34 . 6435.6836.6137 .1737. 8

152746161233168866173449178592

Bounce Height (ft)


0.165.710. 6813.6817.03






CRSP Analysis Point 2 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model 2b\CrossSectionI-I_Model2b.dat



Cumulative Probability

Ht. (ft)

50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

31.3736.4741.0643.8246.91

129424168583203804224949248681

Bounce Height (ft)


0.762 .634.315.316.45


Maximum: 50.53Average: 31.37Minimum: 17.87

Std. Dev.: 7.56


Average: 1 Average: 129424

G. Mean: .76 Std. Dev.: 57995

Std. Dev.: 2.76


CRSP Analysis Point 3 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo

Canyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model 2b\CrossSectionI-

I,_Model2b.dat




50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

33.435.2136.8437.8238.92

135315149173161637169120177519

Bounce Height (ft)


15.7716.5717. 317.7318.22


Maximum: 59.18

Average: 33.4

Minimum: 25.16Std. Dev.: 2.69

Maximum: 21.01

Average: 15.99G. Mean: 15.77Std. Dev.: 1.19

Maximum: 376702



CRSP Data Collected at End of Each Cell - C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model2b\CrossSectionI-I'_Model2b.dat



1 14 13 .68 0 02 17 14 1.21 0 03 20 17 1.52 0 04 22 19 1.49 0 05 24 21 1.28 1 06 25 22 1.29 1 07 28 25 1.34 1 08 23 20 1.58 1 09 27 20 1.99 6 410 33 27 2.42 6 211 31 27 1.62 1 012 32 27 1.53 1 013 31 27 1.49 1 014 35 31 1.76 4 015 35 29 1.58 1 016 36 31 1.73 3 017 38 33 1.72 2 018 36 31 1.45 1 019 36 32 1.54 1 020 38 33 1.59 2 021 40 34 1.58 1 022 39 35 1.54 2 023 40 35 1.58 2 124 44 39 2 17 1325 50 28 2.5 2 026 56 31 2.52 22 1827 No rocks past end of cell28 No rocks past end of cell29 No rocks past end of cell30 No rocks past end of cell31 No rocks past end of cell

CRSP Rocks Stopped Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model 2b\CrossSectionl-I'_Model2b.dat


0 To 10 ft 010 To 20 ft 020 To 30 ft 0


1180119012001210122012301240125012601270128012901300

ftftftftftftftftftftftftft

0000000000000

-

CRSP Input File -C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo Canyon\RockFallAnalyses\CRSP Analyses\CrossSection I-I'\Model 2b\CrossSectionI-I _Model2b.dat




Cell Data


1 .5 .83 .35 750 417 760 4142 .5 .83 .35 760 414 770 4113 .5 .83 .35 770 411 780 4074 .5 .83 .35 780 407 790 4045 .5 .83 .35 790 404 800 4006 .5 .83 .35 800 400 810 397

7 .5 .83 .35 810 397 817 3948 .5 .73 .4 817 394 827 3949 .5 .83 .35 827 394 830 38910 .5 .83 .35 830 389 840 38511 .5 .83 .35 840 385 850 38112 .5 .83 .35 850 381 860 37813 .5 .83 .35 860 378 870 37614 .5 .83 .35 870 376 880 37115 .5 .83 .35 880 371 890 36916 .5 .83 .35 890 369 900 36517 .5 .83 .35 900 365 910 36118 .5 .83 .35 910 361 920 35919 .5 .83 .35 920 359 930 35720 .5 .83 .35 930 357 940 35421 .5 .83 .35 940 354 950 35122 .5 .83 .35 950 351 960 34823 .5 .83 .35 960 348 961 34724 .5 .74 .45 961 347 970 33025 .5 .74 .45 970 330 996 33026 .5 .74 .45 996 330 1005 31027 0 .9 .5 1005 310 1119 31028 0 .9 .5 1119 310 1120 30629 0 .9 .5 1120 306 1130 30530 0 .9 .5 1130 305 1140 30431 0 .9 .5 1140 304 1300 300

CRSP Simulation Specifications: Used with C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection I-I\Model2b\CrossSectionI-I'_Model2b.dat

Total Number of Rocks Simulated:Starting Velocity in X-Direction:Starting Velocity in Y-Direction:Starting Cell Number: 1Ending Cell Number: 31Rock Density: 142 lb/ft^3Rock Shape: CylindricalDiameter: 5 ftLength: 10 ft

1000

7.5 ft/sec0 ft/sec





50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

35.337.0938.739.6740.75

741759811856874904912755955237

Bounce Height (ft)


0.0615.3429.0837.3446.6



Maximum: .62 Maximum:Average: .28 Average:G. Mean: .06 Std. Dev.Std. Dev.: 22.63




856844741759

103816



50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

30.631 .5232.3532.8533.41

565792599637630078648354668866

Bounce Height (ft)

Energy ft-lb) Bounce

0.472.053.484.335.29



Maximum: .9 1Average: .59G. Mean: .47Std. Dev.: 2.34




Canyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model 2b\CrossSectionI-

I'_Model2b.dat




50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

34.435.1635.8436.2536.71

672609700075724780739611756257

Bounce Height ft)


16.7117.4418.118.4918.94





63537456579250126

Maximum:Average:Minimum:Std. Dev.

36.1934.433.28

1.12

CRSP Data Collected at End of Each Cell - C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model2b\CrossSectionl-I'__Model2b.dat



1 14 13 .48 0 02 17 10 4.73 0 -13 20 15 5.72 0 04 21 18 3.76 0 05 24 19 4.71 0 06 25 22 2.2 0 07 27 24 2.1 0 08 24 20 2.38 0 09 25 21 2.39 5 410 30 27 3.13 3 011 32 27 2.37 1 012 32 28 2.57 0 013 30 28 1.81 0 014 34 31 2.2 1 015 32 30 1.58 0 016 34 32 .88 0 017 35 33 1.52 0 018 35 33 1.98 1 019 35 33 1.95 0 020 38 34 2.14 1 021 38 35 1.75 0 022 38 35 2.65 1 023 39 36 2.69 1 024 42 39 2.81 15 1325 32 30 1.21 1 026 34 32 1.06 21 1927 No rocks past end of cell28 No rocks past end of cell29 No rocks past end of cell30 No rocks past end of cell31 No rocks past end of cell

CRSP Rocks Stopped Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection I-I'\Model 2b\CrossSectionI-I'_Model2b.dat


0 To 10 ft 010 To 20 ft 020 To 30 ft 0


610 ft620 ft630 ft640 ft650 ft660 ft670 ft680 ft690 ft700 ft710 ft720 ft730 ft740 ft750 ft760 ft770 ft780 ft790 ft800 ft810 ft820 ft830 ft840 ft850 ft860 ft870 ft880 ft890 ft900 ft910 ft920 ft930 ft940 ft950 ft960 ft970 ft980 ft990 ft1000 ft

1010 ft1020 ft1030 ft1040 ft1050 ft1060 ft1070 ft1080 ft1090 ft1100 ft1110 ft1120 ft1130 ft1140 ft1150 ft1160 ft1170 ft

00000000000000008311421542000000000000000000

000000042000000000


1180 ft1190 ft1200 ft1210 ft1220 ft1230 ft1240 ft1250 ft1260 ft1270 ft1280 ft1290 ft1300 ft

0000000000000

CRSP Input File -C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo Canyon\RockFallAnalyses\CRSP Analyses\CrossSection A-A'\Model 2a\CrossSectionA-Al_Model2a.dat



Remarks: Slope along cross section A-A', blocks from toe of model 2A

Cell Data


1 .5 .83 .35 678 383 680 3822 .5 .83 .35 680 382 690 3793 .5 .83 .35 690 379 700 3764 .5 .83 .35 700 376 710 3745 .5 .83 .35 710 374 720 3726 .5 .83 .35 720 372 730 3687 .5 .83 .35 730 368 740 365

.-_= 8 .5 .83 .35 740 365 750 3629 .5 .83 .35 750 362 760 35810 .5 .74 .45 760 358 770 33111 .5 .74 .45 770 331 798 33112 .5 .74 .45 798 331 805 31113 0 .9 .5 805 311 990 31114 0 .9 .5 990 311 1000 309

CRSP Simulation Specifications: Used with C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model2a\CrossSectionA-A'_Model2a.dat

Total Number of Rocks Simulated: 1000Starting Velocity in X-Direction: 7.5 ft/secStarting Velocity in Y-Direction: 0 ft/secStarting Cell Number: 1

Ending Cell Number: 14Rock Density: 142 lb/ftA3Rock Shape: CylindricalDiameter: 3 ftLength: 3 ft


\..> Canyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model 2a\CrossSectionA-

A' _Model2a.dat




50%75%90%

98%

Velocity (ft/sec)

Velocity (ft/sec)

16.0517.1418.1218.7119.37

1821220461224842369825061

Bounce Height (ft)


0.134.869.1311.6814.56





CRSP Analysis Point 2 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model 2a\CrossSectionA-

A'_Model2a.dat




50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

10.3312.915.2116.618.16

895013621178222034423175

Bounce Height (ft)


0.193.776.998.9311.1


Maximum: 107202


21.2916.0510.78: 1.62

Maximum: 1.33Maximum: 45.68

Average: 10.33Minimum: 2.96Std. Dev.: 3.81

Average: .37G. Mean: .19Std. Dev.: 5.3



CRSP Analysis Point 3 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model 2a\CrossSectionA-A'_Model2a.dat




50%75%90%95%98%

Velocity (ft/sec)

Velocity ft/sec)

11.8714.8317.4919.0920.88

Energy (ft-lb)

1170016779213472408927167

Bounce Height (ft)

Bounce

03.66.838.7710.94



Maximum: .78 IAverage: -.03 iG. Mean: 0Std. Dev.: 5.32



CRSP Data Collected at End of Each Cell - C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model2a\CrossSectionA-A'_Model2a.dat



12345

1114161515

1111121111

01.221.271.391.6

21111

10000

28278117007522

6 19 14 1.52 1 07 20 15 1.55 1 08 21 16 1.62 1 09 24 18 1.65 1 010 39 31 3.1 24 1711 15 8 2.97 1 012 36 28 3.75 19 613 No rocks past end of cell14 No rocks past end of cell

CRSP Rocks Stopped Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model 2a\CrossSectionA-A'_Model2a.dat





000000000000000000000000000000000000000524638901541832300000000000

950 To 960 ft 0960 To 970 ft 0970 To 980 ft 0980 To 990 ft 0990 To 1000 ft 0

CRSP Input File -C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo Canyon\RockFallAnalyses\CRSP Analyses\CrossSection A-A'\Model 2a\CrossSectionA-A _Model2a.dat



Remarks: Slope along cross section A-Al, blocks from toe of model 2A

Cell Data


1 .5 .83 .35 678 383 680 3822 .5 .83 .35 680 382 690 379

3 .5 .83 .35 690 379 700 3764 .5 .83 .35 700 376 710 3745 .5 .83 .35 710 374 720 3726 .5 .83 .35 720 372 730 3687 .5 .83 .35 730 368 740 3658 .5 .83 .35 740 365 750 3629 .5 .83 .35 750 362 760 35810 .5 .74 .45 760 358 770 33111 .5 .74 .45 770 331 798 33112 .5 .74 .45 798 331 805 31113 0 .9 .5 805 311 990 31114 0 .9 .5 990 311 1000 309

CRSP Simulation Specifications: Used with C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model2a\CrossSectionA-A'_Model2a.dat







50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

20.9221.8522.6923.223.76

5566860239643506681869588

Bounce Height ft)


0. 046. 1411.6314 .9318.63



Maximum: .55 Maximum: 69427Average: .13 Average: 55668G. Mean: .04 Std. Dev.: 6769Std. Dev.: 9.04

Remarks: Slope along cross section A-Al, blocks from toe of model 2A





50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

21.8729.135.639.543 .88

68182113000153310177511204672

Bounce Height (ft)


0.622.524.235.256.4


Maximum: 242394Maximum: 6.99Maximum: 48.8

Average: 21.87I~ y Minimum: 10.89

Std. Dev.: 10.7

Average: .87 Average: 68182G. Mean: .62 Std. Dev.: 66376Std. Dev.: 2.81


CRSP Analysis Point 3 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model 2a\CrossSectionA-A' _Model2a.dat




50%75%90%95%98% .

Velocity (ft/sec)

Velocity (ft/sec)

15.3918.5921.4723.225 .14

3223847551613246959378873

Bounce Height (ft)


0.156.4712.1415.5519.38



Maximum: 6.02Average: .44 iG. Mean: .15Std. Dev.: 9.35





Cell # Max. Vel.

12345

1115171818

Avg. Vel.

1113141515

S.D. Vel. Max. Bounce Ht.

0.76

1.231.271.36

40000

Avg. Bounce Ht.

30000

6 22 18 1.39 1 07 23 19 1.35 0 08 24 21 1.38 1 09 27 24 1.36 1 010 40 32 1.93 23 1911 21 15 2.65 1 012 36 23 2.4 21 1513 No rocks past end of cell14 No rocks past end of cell






0000000000000000000000000000000000000000000292595651470000000000

950 To 960 ft 0

960 To 970 ft 0

970 To 980 ft 0

980 To 990 ft 0

990 To 1000 ft 0

CRSP Input File -C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo Canyon\RockFallAnalyses\CRSP Analyses\CrossSection A-A\Model 2a\CrossSectionA-A'_Model2a.dat


Units of Measure: U.S.Total Number of Cells: 14Analysis Point 1 X-Coordinate: 750Analysis Point 2 X-Coordinate: 785Analysis Point 3 X-Coordinate: 820

Initial Y-Top Starting Zone Coordinate: 384Initial Y-Base Starting Zone Coordinate: 383


Cell Data


1 .5 .83 .35 678 383 680 382

2 .5 .83 .35 680 382 690 379

3 .5 .83 .35 690 379 700 3764 .5 .83 .35 700 376 710 3745 .5 .83 .35 710 374 720 3726 .5 .83 .35 720 372 730 3687 .5 .83 .35 730 368 740 3658 .5 .83 .35 740 365 750 3629 .5 .83 .35 750 362 760 35810 .5 .74 .45 760 358 770 33111 .5 .74 .45 770 331 798 33112 .5 .74 .45 798 331 805 31113 0 .9 .5 805 311 990 31114 0 .9 .5 990 311 1000 309

CRSP Simulation Specifications: Used with C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model

2a\CrossSectionA-A'_Model2a.dat

Total Number of Rocks Simulated: 1000Starting Velocity in X-Direction: 7.5 ft/secStarting Velocity in Y-Direction: 0 ft/sec

Starting Cell Number: 1


CRSP Analysis Point 1 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection A-A' \Model 2a\CrossSectionA-

A'_Model2a.dat


NO ROCKS PAST ANALSYSIS POINT 1


A'_Model2a.dat




A'_Model2a.dat






12

345

1115171718

11

1491110

0.87

4.933.714.6

60000

50-1-l-1

6 16 10 0 0 -17 No rocks past end of cell8 No rocks past end of cell9 No rocks past end of cell10 No rocks past end of cell11 No rocks past end of cell12 No rocks past end of cell13 No rocks past end of cell14 No rocks past end of cell






0000000000000000000000000000000898672393000000000000000000000

950 To 960 ft 0

960 To 970 ft 0

970 To 980 ft 0

980 To 990 ft 0

990 To 1000 ft 0

CRSP Input File -C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo Canyon\RockFallAnalyses\CRSP Analyses\CrossSection A-A'\Model 2b\CrossSectionA-A'_Model2b.dat



Remarks: Slope along cross section A-Al, blocks from toe of model 2B

Cell Data


1 .5 .83 .35 600 411 610 407

2 .5 .83 .35 610 407 620 402

3 .5 .83 .35 620 402 630 3984 .5 .83 .35 630 398 640 3955 .5 .83 .35 640 395 650 3926 .5 .83 .35 650 392 656 3887 .5 .73 .4 656 388 666 3888 .5 .83 .35 666 388 670 385

9 .5 .83 .35 670 385 678 38310 .5 .83 .35 678 383 680 382

11 .5 .83 .35 680 382 690 37912 .5 .83 .35 690 379 700 37613 .5 .83 .35 700 376 710 374

14 .5 .83 .35 710 374 720 37215 .5 .83 .35 720 372 730 36816 .5 .83 .35 730 368 740 36517 .5 .83 .35 740 365 750 36218 .5 .83 .35 750 362 760 358

19 .5 .74 .45 760 358 770 33120 .5 .74 .45 770 331 798 33121 .5 .74 .45 798 331 805 31122 0 .9 .5 805 311 990 31123 0 .9 .5 990 311 1000 309

CRSP Simulation Specifications: Used with C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model

2b\CrossSectionA-A'_Model2b.dat

Total Number of Rocks Simulated: 1000Starting Velocity in X-Direction: 7.5 ft/secStarting Velocity in Y-Direction: 0 ft/sec

K> Starting Cell Number: 1Ending Cell Number: 23

Rock Density: 142 b/ft3

Rock Shape: CylindricalDiameter: 3 ftLength: 3 ft

CRSP Analysis Point Data - C:\CMB WLAActiveproject \1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model 2b\CrossSectionA-

Analysis Point 1: X = 750, y = 362Total Rocks Passing Analysis Point: 1000


50%75%90%95%98%

Velocity (ft/sec)


28.3620.9113.12: 2.56

Velocity ft/sec)

20.9122 .6424.1925.1226.17

3126936197406294329146277

Bounce Height (ft)

Maximum:Average:G. Mean:Std. Dev.:

1.98.51.236. 55

section A-A', blocks from toe of model 2B


0.234.658.6311.0213.69


Maximum:Average: 31269Std. Dev.: 7298

56771

Remarks: Slope along cross

CRSP Analysis Point 2 Data - C:\CMBWLA\ActiVeP. - PG&E DiabloCanyon\Rock.dat

Analyses\CrossSection A-A'\Model 2b\CrossSectionA_

Analysis Point 2: X 785, Y = 331Total Rocks Passing Analysis Point: 1000


50%75%90%

Velocity ft/sec)

21.5930.9639.39

Energy (ft-lb)

386706674491994

0.73.35.64

Bounce

95%98%

Velocity (ft/sec)


44.4650.14

107153124167

Bounce Height (ft)

Maximum: 12.55Average: 1.41G. Mean: .7 Std. Dev.:Std. Dev.: 3.85

7.058. 62


Maximum:Average:

41577

14555138670

Remarks: Slope along cross section A-A', blocks from toe of model 2B


Canyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model 2b\CrossSectionA-

A'_Model2b.dat




50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

14.1117.9921.4823.5725.92

1603025271335833857344174

Bounce Height (ft)


0.0211.421.6327.7834.67



42.1614.113.92

5.74


Average: .23 Average: 16030

G. Mean: .02 Std. Dev.: 13686Std. Dev.: 16.85


CRSP Data Collected at End of Each Cell - C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model

2b\CrossSectionA-A'_Model2b.dat

Bounce Height Units: ftVelocity Units: ft/sec

Avg. Vel. S.D. Vel. Max. Bounce Ht.

1 16 13 1.12 1 02 20 17 1.28 1 03 22 18 1.37 1 04 23 19 1.51 -1 05 24 19 1.62 1 06 28 23 2.02 4 17 21 15 2.74 1 08 24 17 2.83 4 19 27 17 3.24 3 010 28 17 2.88 2 011 25 18 2.74 2 012 27 19 2.69 1 013 25 18 2.7 2 014 25 17 2.77 2 015 29 20 2.87 2 016 28 20 2.58 2 017 28 21 2.56 2 018 31 23 2.68 2 019 40 32 3.63 25 1920 24 12 4.48 2 021 37 25 4.18 21 1122 No rocks past end of cell23 No rocks past end of cell

CRSP Rocks Stopped Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model 2b\CrossSectionA-A'_Model2b.dat


O To 10 ft 010 To 20 ft 020 To 30 ft 030 To 40 ft 040 To 50 ft 050 To 60 ft 060 To 70 ft 070 To 80 ft 080 To 90 ft 090 To 100 ft 0100 To 110 ft 0110 To 120 ft 0120 To 130 ft 0130 To 140 ft 0140 To 150 ft 0150 To 160 ft 0160 To 170 ft 0170 To 180 ft 0180 To 190 ft 0190 To 200 ft 0200 To 210 ft 0

Cell # Max. Vel. Avg. Bounce Ht.

780 To 790 ft 27790 To 800 ft 121800 To 810 ft 0810 To 820 ft 192820 To 830 ft 369830 To 840 ft 228840 To 850 ft 62850 To 860 ft 1860 To 870 ft 0870 To 880 ft 0880 To 890 ft 0890 To 900 ft 0900 To 910 ft 0910 To 920 ft 0920 To 930 ft 0930 To 940 ft 0940 To 950 ft 0950 To 960 ft 0960 To 970 ft 0970 To 980 ft 0980 To 990 ft 0990 To 1000 ft 0

CRSP Input File -C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo Canyon\RockFallAnalyses\CRSP Analyses\CrossSection A-A'\Model 2b\CrossSectionA-A'_Model2b_3x6footcylinder.doc




Cell Data


1 .5 .83 .35 600 411 610 4072 .5 .83 .35 610 407 620 4023 .5 .83 .35 620 402 630 3984 .5 .83 .35 630 398 640 3955 .5 .83 .35 640 395 650 3926 .5 .83 .35 650 392 656 3887 .5 .73 .4 656 388 666 3888 .5 .83 .35 666 388 670 3859 .5 .83 .35 670 385 678 38310 .5 .83 .35 678 383 680 38211 .5 .83 .35 680 382 690 37912 .5 .83 .35 690 379 700 37613 .5 .83 .35 700 376 710 37414 .5 .83 .35 710 374 720 37215 .5 .83 .35 720 372 730 36816 .5 .83 .35 730 368 740 36517 .5 .83 .35 740 365 750 36218 .5 .83 .35 750 362 760 35819 .5 .74 .45 760 358 770 33120 .5 .74 .45 770 331 798 33121 .5 .74 .45 798 331 805 31122 0 .9 .5 805 311 990 31123 0 .9 .5 990 311 1000 309

CRSP Simulation Specifications: Used with C:\CMB 'WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model2b\CrossSectionA-A'_Model2b_3x6footcylinder.doc





A'_Model2b_3x6footcylinder.doc




50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

29.7630. 6631.4731.9532.5

112865119147124797128189131996

Bounce Height (ft)


0.125.4710.2813 .1716.41


Maximum: 1 1Average: .3 }G. Mean: .12Std. Dev.: 7.92

Aaximum: 143057Average: 1128653td. Dev.: 9303


CRSP Analysis Point 2 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model 2b\CrossSectionA-





50%75%

Velocity (ft/sec)

46.0151 .86

Energy (ft-lb)

236625280300

35 .93


33.6529.7625.28

1.33

Bounce

90%95%98%

Velocity (ft/sec)


57.1260.2863.82

319583343167369636

Bounce Height (ft)

Maximum: 14.04Average: 5.17G. Mean: 3 Std. Dev.:Std. Dev.: 4.34

8.5610.1511.92


Maximum:Average:

64684

312328236624


CRSP Analysis Point 3 Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model 2b\CrossSectionA-A'_Model2b_3x6footcylinder.doc




50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

35.8340.5844.8647.4350.31

146081175586202124218056235937

Bounce Height (ft)


3.16.028.6410.2211.99



Maximum: 15.46Average: 5.54G. Mean: 3.1 Std. Dev.:Std. Dev.: 4.32

Maximum:Average:

43697


CRSP Data Collected at End of Each Cell - C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model2b\CrossSectionA-A'_Model2b_3x6footcylinder.doc


204501146081



1 16 14 .73 0 02 22 19 .79 0 03 24 21 .82 1 04 25 22 .85 1 05 26 24 .86 1 06 30 27 1.32 3 17 24 20 1.32 1 08 26 22 2.11 4 29 29 23 1.88 4 010 30 24 2.05 3 011 29 25 1.43 1 012 30 26 1.38 1 013 29 26 1.33 1 014 30 26 1.34 1 015 33 29 1.44 2 016 34 29 1.24 1 017 34 30 1.33 1 018 36 32 1.39 2 019 42 38 2.14 24 2120 30 24 2.36 1 021 31 26 2.61 21 1822 No rocks past end of cell23 No rocks past end of cell

CRSP Rocks Stopped Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E DiabloCanyon\RockFall Analyses\CRSP Analyses\CrossSection A-A' \Model 2b\CrossSectionA-



0 To 10 ft 010 To 20 ft 020 To 30 ft 030 To 40 ft 040 To 50 ft 050 To 60 ft 060 To 70 ft 070 To 80 ft 080 To 90 ft 090 To 100 ft 0100 To 110 ft 0110 To 120 ft 0

120 To 130 ft 0130 To 140 ft 0140 To 150 ft 0150 To 160 ft 0160 To 170 ft 0170 To 180 ft 0180 To 190 ft 0190 To 200 ft 0

Cell # Max. Vel. Avg. Bounce Ht.

770 To 780 ft 0780 To 790 ft 0790 To 800 ft 0800 To 810 ft 0810 To 820 ft 0820 To 830 ft 0830 To 840 ft 5

840 To 850 ft 254850 To 860 ft 523860 To 870 ft 208870 To 880 ft 10880 To 890 ft 0890 To 900 ft 0900 To 910 ft 0910 To 920 ft 0920 To 930 ft 0930 To 940 ft 0940 To 950 ft 0950 To 960 ft 0960 To 970 ft 0970 To 980 ft 0980 To 990 ft 0990 To 1000 ft 0

CRSP Input File -C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo Canyon\RockFallAnalyses\CRSP Analyses\CrossSection A-A'\Model 2b\CrossSectionA-

_i Starting Cell Number: 1






50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

27 .9130.0131.933 .0334.31

466270530604588469623209662198

Bounce Height (ft)


0. 026.2111.7915.1318.89



Maximum: .44 1Average: .06 1G. Mean: .02Std. Dev.: 9.18

4aximum: 670022Average: 4662703td. Dev.: 95281






50%75%

Velocity (ft/sec)

43.4651.19

10063191261367

Energy (ft-lb)

1.875.16

Bounce

90%95%98%

Velocity (ft/sec)


58.1462.3167

149076616284891783059

Bounce Height (ft)


8.129.8911.89








50%75%90%95%98%

Velocity (ft/sec)

Velocity (ft/sec)

34.8540.8546.2549.4953.13

65455282187497237010627221164127

Bounce Height (ft)


2.355 .638.5810.3512.34



Maximum: 15.97Average: 4.6 Average:G. Mean: 2.35Std. Dev.: 4.86

Maximum: 940700654552

Std. Dev.: 247811

Remarks: Slope along cross section-A-A', blocks from toe of model 2B

CRSP Data Collected at End of Each Cell - C:\CMB_WLA\ActiveProjects\1223 - PG&EDiablo Canyon\RockFall Analyses\CRSP Analyses\CrossSection A-A'\Model2b\CrossSectionA-A'-Model2b-3x6footcylinder.doc

Bounce Height Units: ftVelocity Units: ft/sec


1 18 16 1.01 0 -1

2 22 16 6.14 0 0

3 24 19 4.85 0 0

4 25 20 3.4 0 0

5 26 21 3.92 0 0

6 30 25 5.03 2 0

7 23 19 2.45 1 0

8 26 20 2.59 3 2

9 29 22 3.21 2 0

10 30 23 3.16 2 0

11 29 24 2.51 1 0

12 29 24 2.65 0 0

13 29 24 3.14 0 0

14 29 24 3.65 0 0

15 33 26 4.36 1 0

16 33 27 2.84 1 0

17 34 28 3.11 0 0

18 37 30 3.16 1 0

19 43 36 2.48 23 20

20 30 24 3.52 1 0

21 31 26 3.01 21 18

22 No rocks past end of cell

23 No rocks past end of cell

CRSP Rocks Stopped Data - C:\CMB_WLA\ActiveProjects\1223 - PG&E Diablo




0 To 10 ft 010 To 20 ft 0

20 To 30 ft 0

30 To 40 ft 0

40 To 50 ft 0

50 To 60 ft 060 To 70 ft 0

70 To 80 ft 0

80 To 90 ft 090 To 100 ft 0

100 To 110 ft 0

110 To 120 ft 0

120 To 130 ft 0

130 To 140 ft 0

140 To 150 ft 0

150 To 160 ft 0

160 To 170 ft 0

170 To 180 ft 0

180 To 190 ft 0

Avg. Bounce Ht.Cell # Max. Vel.

190200210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500510520530540550560570580590600610620630640650660670680690700710720730740750


00000000000000000000000000000000000000000003531237322126948141432

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To

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ToTo

ToToTo

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To

To

To

To

To

To

ToTo

ToTo

To

To

ToToToToToTo

To

To

To

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To

To

To

To

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To

To

To

ToTo

760 To 770 ft 0770 To 780 ft 0780 To 790 ft 0790 To 800 ft 0800 To 810 ft 0810 To 820 ft 0820 To 830 ft 4830 To 840 ft 20840 To 850 ft 96850 To 860 ft 177860 To 870 ft 66870 To 880 ft 3880 To 890 ft - 0890 To 900 ft 0900 To 910 ft 0910 To 920 ft 0920 To 930 ft 0930 To 940 ft 0940 To 950 ft 0950 To 960 ft 0960 To 970 ft 0970 To 980 ft 0980 To 990 ft 0990 To 1000 ft 0

ROCKFALL PROTECTION

Wih the onstrurtion of overlandtrorp 0onr r oes hrogn st oreasof rough terrain, remate villages havelound n w neighbors. frade endnxnmorcnhhsand.Wniepnpnddanogro'eih Inore roas and roillines reeuarird. Ihese hoages io :hhb

ope and aetur esion sometimesIoveon dor e-i--onthe PInms

inyolved.Potential dngers orise es rmckfollsthretee ihe flow of troffic nd thesafety of the surrounding populatin.

Our spetioiists of 6EORUGG have All our safety systemsi 6t GEOBRU6G-developed a series of sofety systems ia hne heen carefutydesigned ondtesteddretpieos' tosuhpocentioldcngrrs. bj our ex'perts io ensure the highestOne suh system is the sted iire rope standard of safety for you and thieitt, wih Is designed to absorb and enironment.

retain rakdfoL -

:. L e; energy ronge up to 75 IJM--Uedium energy range up to I Dog IIHigh energy ronge up to more then 2000 kJ

-- =---=-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

..1

CEOBRVGG:&C.I~~~

Profit from our expertise in:-onalysing polentialy dangerous areas-delermining the degree ofsafetyneeds-selertmg theapplopriotesafetysystemfor toh problem

.delivery of the oplimum sofesysystem* Ihorough supervision of construction

projeds by our experts

* The exper s atGEOBRUG ove greollyi.mprvedherodidopotetionsystms ,

: - . . _ _ ~~~~~~~~~~~~~~~both in porlarmauon a n tenneineeds as wen s in onsiruion andinsillation echniques.These odvor4eshieheenchlvedni padrlhrouglhthecxchangeoideasondcooperalionwilhnulous rutordh insrdutes in the field.There odvances will p cans.rvn ournaourl enviranmentwllinto the future.Our constant pdating of techniques-id materiosbhaeled to cost effidentqu;uliq pradurt providing sole ndsound envirment fr all to' enoy.

Brugg Cable Products,'Inc.11807 NE 99th Street, Sulte 1160Vancouver, WA 98682Phone: (360) 253-3438FAX: (360) 254.2522

(

Brugg Cable Products, Inc.Rock Fall Retaining Systems

Impact Load ChartSystem Classification

Low Impacl Sys 3-1design load: 30

ut. load: 52 iMed Impact SYsdesign load: 74I

uit. load: 184rM4eci to Hi Impact Sys Ss-AT`

design load: 129 -ult. load: 225 -

High Impact Ssdesign load: 184i

ult. load: 258 _ Very High Impact Sys

0 50 1C10 150 200 250 31Impact Load In Ft-Tons

8' highS125I/1

8' highS175/ft

S' high5225/ft

O0 350 400

U design load L ultimate loadAs the system's design impact load is oxceoded, the system'sefficiency decreases and maintenance increasesDesign and Ultimate values aro based on field testing

( C

BRUGGA B LEWIRE ROPE PRODUCTS

STEEL WIRE ROPE SAFETY NET SYSTEMS:A BRIEF HISTORY OF APPLICATION TO

ROCKFALL MITIGATION IN THE U.S.

TECHNICAL BULLETIN #4

STEEL WIRE ROPE SAFETY NET SYSTEMS: A BRIEF HISTORYOF APPLICATION TO ROCKFALL MITIGATION IN THE U.S.

Charles N. YarnellSales & Marketing ManagerBrugg Cable Products, Inc.

ABSTRACT

Rocktall and debris flow can eltfeclively be controlled by the application ot steel wire rope net syslems.Nearly a half century ago, Brugg Cable Products. Inc. recognized Ihe adtvantages of wire rope netting forpreventive snuctures and designed and installed the lirst wire rope safety net system or prevention olsnow avalanches. Field tesling o this net indicaled that it can be altemalively used for protection againstrocktall and debris flow. The main objecive of continued development was to make tull use o theIlexibility of wire rope nening its chief advantage over rigid-type systems. Over the years. numerous testsot rocktall protection systems have been performed in the factory and field. and a damping device wasdeveloped and added. Today, there are a wide variety ot sophisticated protective netting systemsavailable for a multitude of applications. including rocktall mitigation. These systems have been usedextensively, our Company having over 1000 systems installed on a worldwide basis. Their introductioninto the North American market has been progressing steadily trom coast-to-coast.

A review of the approval, testing, design considerations. locations and performance of U.S. installations otwire rope saiety nel systems are presented with the hope thal the information may contribule to reducingthe dangers of rockfan and other hazards o our transportalion system

INTRODUCTION

Steel wire rope safely net systems used for rocktatl mitigation evolved from the avalanche protectionsystems developed to protect Alpine villages in the 1950s. In the U.S., lexible safety nets to drapeunstable rock faces, divert falling rock into calchment ditches, or as barrier fences to catch falling rockbefore entering traffic lanes, have been in-use as a remedial measure for only a few years

The basic system corponent, the wire rope safety net. is generally rectangular, although other geometricshapes can be. and have been, manufactured. The availability of a variety of sizes of steel wire rope (andthe possibility of weaving in either a rectangular or diagonal manner), allows the designer to optimize thesafety net for the particular service loads to be placed upon it. These loads can be either static or dynamic.which gives two general classifcalions of wire rope safety nel application in rockfall miligation; SlopeProtection, and Rocktall Protection Barriers.

SLOPE PROTECTION

The steel wire rope safety net. due to ts inherent strength and tlexibility. can be used for draping largeunstable rock laces and diverting rock slides. and in doing so. can control larger amounts of debris thanpreviously used chain-link or gabion mesh materials. The increased static load handling capabilitycompared to these other methods, results Irom both the anchorage's capacay (both shear and pull-outstrength) as well as the larger diameter. steel wire rope used as a net support rope grid The grid layoutcan vary from a single horizontal cable across the top of the slope to support the sately nets to a fullhorizontal and vertical net support rope grid around each safety net. (See Figure 1.)

Most ol te U.S. applications ot wire rope salety nets used or plannecd for slope protection to date, can belound in the Eastern United States. This may be the result of the limiled rights-of-way along thetransportation corridors, which preclude the use ol other mitgation methods. However, wire rope safelynets can equally be used to control rock slopes o great height, such as those lound in te WesternUnied States, where the impact of a rockfall would exceed Ihe rating of any barrier or catchmenl area

FIGURE 1 - TYPICAL LAYOUT OF WIRE ROPE NETSUSED FOR SLOPE PROTECTION

-CROSS-SECT1ON-

WIRE ROPE NET

CATCHMEN

ROADWAY |~AE \ \

oPLAN

11I,//-Z,>, TOP OF SLOPE_14 / I - -- /,// i 7

---- -771z77__I.////

i ,

I , .-

i lllllz

/// Ie,

.... .;'D. !_0_

-- T -

OR ANCHORS i

NET SUPPORT

SEAM ROPE

AIN-LINK FENCEMATERIAL

(OPTIONAL)

TOP OF SLOPE_ v 7

*.- 10. 0.-(TYP.)

. -._.

-1////

.t. , ///-I :t,,,

Z/////14

/' ,'/ 01"

.1.

.//1,/ It

20'(TYP.)

'is

(-- I

o _ _

aef-f:lwlqpl��

0-

A

In lt'- r:crio N yn N Y . Ciwi a--a. Iwo Idfierz a icXions o wv:! rotPe S!altoy net ave bePnitaeifi On orc. cu? in t.'ie iitradCc fomr,n:. ;10Cr.-a;- 10r,m cut i ti hh!y Ir . 0d ri r and prntceStin!tc ro-l s t nc: U .d t a vxilto of difprenn sued tjkxo.k:. The h.r cppThon iS a ro 'C' in toe! "ion Gao n East,: ienriylvana

Metropolitan NYC Rail Line

Tti irsl aov calon. a 18) *37 taiation ancrg 3 ai Ir-: wa$ Lornposed of a totai of C430 ..X..-re tee. C!wi.ro cp r u:ln ±-trned to a 1.' Tine sa0porn qnm utng 14 wilt rocw. Eact rtnmwai lO X 2i3 rand C a

o n a diaoanal paltem :o lon oy sn. re-. Tne nt surrn rope gici wa . a tactIIed to bo t;fttsD>ace$ n 2.: tc.o centets~ ir tNo rows 40 feel aipan ator4 me fice of the~ fut 01 particu r ate.rent it t.7e

t oz ain: ao.-ed t tnle netts aite' 2afsalon to 7e 5en t.nc visu.at impacft at:er in tatlaror {Ere Eigure 2.,

Fqjre 2 -Meo NY Rail Line

Sewage Treatment Plan'

Tr.: c3nacianiasfcn r'!:elted jr Mat_h o41 9 ;, irvwtvec rtraongr 44.320 squarre tect cS wir' r renottng to th lace f. 2 a vŽc3l rock cu: toed t te expansion of a sewage treatentl plant ocated a;ngth2 New Jfe'sey 5C!' CW 'fe HutOn fRve-. ,h- nets were e t x 20 1! each and -woen in a recrnptlar

atluec l torrn t in. squaes Rov.s ct tock an-crhrs. each 10 In. to 20 11 in kVro denns loc_tiorwere installi'd to' Ifl'ii t.r o-l _urpose ct controling large bock aticul and attaihin7 0t sne re tupZorlrocit g ;i to tr.e rock: I.ce -t 1we ci 0r tiis case 5urreund5e each ne! atboir nrarOt 3rn3:.ts c rook t0. t,eIc aied upon tri* ncns) b,!ore rnatntenanre cleaning would reed to be periptrle. roin lir, na aunit t he r,eto W1 .so use aong ftw. crest fr better crintrtl 01 Itte raveling alre:tcv ak:nCO p30' atse ve r Li lou , V,- *Se pq,to ?.~

E

,

.E,

PennsylvanIa 01

CoitpitMcd Vr Is.e 11- i* :k, x 20 : wire sose nets irecianqutar eave. 12 P inuOrc pattern; worntaite Od oc r r' 5100a.. a- Dal c t nar O'n( r 7 erntaiiatiorr pnjezt along tr:e AŽpalaztm.. ; 1 ra, i Ifih

Lehvg4 Gap PA t 2- 8. n ;s en : i'e:nsvran4a l h area covered is 14200 &JtiW tee- wlt wt sir4 rielsupert *Dpes aircn te tsp and bottor of the prea Chainlinh lence rratcrial was instated beneath thernets to prevenTt '.nl "!' trJ-6 ':r debrisfrom comnc fhrurjn tstr e ne tting ri ne:s 3re tastened loitns fl5suSport lres vitr st'arrg were !03eS, as ssua SUJlSe Figurne 4.

Fipture - Pennsylvania DOT

ROCKFALL PROTECTION BARRIERS

Rigid prclectvtr barriers constructed from heavy stne, timber. or concrete, H propertv designc. canwnthtandi rocklat ctecivet owever, repeated impacts Ifrom large kineti forces wit venuay danagermd Slructures that wit require expensive repair in the field The wire rcpe safety n t rstall ptctotPnbarrier. on no otner hand, i; a flexible structure capable of lissipating largo amounts of kmetic eney.

The purpcsa of tnese2 barriers is to stow down and c-tch sporadcaSly tlairig rock anc rubble. Kinetcenergy is absorb ed by utitiin te flexible wire rope saty nets- and cqulzpng t,c sucpor: structure wtncarpin devices IC' control the forces and storpng distances under extrene load conditions Tned3r-ryr d'r-'ic -. t a. a:!- a Lakir d!vce or elen;on, is composed c a btn brake ant wire ropefor- ttN- is aivn't cni w-en te trict,on thrce re-nos a pre Sot va3i7uc curing, hoair3lefr lan norma.rod_.ta! C -idher-' R'nt.r VNAS aw stopn wit-c VP' b'skinp element

T rn dmenson- o te bamer are Ceterrmnre 1'-i t e rm- lmnrn kinetic eneryy the system must absorb a.nJthp hit hf o t fence s dktateat by thC jursipihr qi t e the rrt h-hta'ltliOn IS rathwr sirt-cie dt't tolne r.ivpe) I.4tw

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