International Water Ski Federation 1997 Edition Homologation Dossier Name of competition: Cafe de Colombia Tour #5 Date: July 19-20, 1997 Venue: Indianapolis, Indiana. "The Precedent" office park center lake Organizing Country: USA Type of competition (use X) (X ) International Calendar ( ) International Non-calendar ( ) National Were cash prizes or merchandise awarded (Yes/No) ( YES ) Homologator's and Chief Judge recommendation to Tournament Council (Fill in R-Record, L-Standing List, N-Not list capable) Event Round 1 Round 2 Round 3 Round 4 Slalom ( R) (R ) (R ) ( ) Tricks ( NA) ( ) ( ) ( ) Jump ( R) ( R) ( ) ( ) OBLIGATORY COMPOSITION OF DOSSIER: 1 copy of this document 1 copy of the Homologation Notice (appended at end) 1 copy of a complete list of officials with their ratings 1 copy of Chief Judges' report on protests (if any) 3 copies of full results (for paper submission where required) 1 copy of full results via email 1 copy of all start lists (for paper submission where required) HOMOLOGATOR'S CHECKLIST If checked and all according to rules put OK in brackets. If checked and any variation to the rules put an X in the brackets and explain in "Remarks" section on last page. Not applicable is NA. 1. Boats and equipment (W 10.01) (OK ) 2. Speed Control (W 10.07) ( OK ) slalom ( OK ) tricks (NA ) jump (X ) --NOT USED 3. Arrangement for checking skis (W 10.03) (OK ) 4. Measure lines and handles (W 10.04) ( OK ) slalom (OK ) jump (OK ) handles (OK ) 5. Arrangement for checking of skier supplied handles (W 10.06) ( OK ) 6. Timing devices (W 11.03) (OK ) 7. Homologation notice posted before start (OK ) 8. Automatic timing-jump (OK ) 9. Jump distance indication (W 13.11) (OK ) 10.Video Jump Distance measurement (W 13.11)(OK ) Backup - video tape ( OK ) or standard meters ( OK )--BOTH 11.Automatic timing-slalom (OK ) 12.Position and height of slalom towers (~OK )--WATERSIDE TOWER AT 2.5 M ANY HIGHER UP WOULD HAVE BEEN TOO SHAKY ON THE DECKBOAT (W 14.05 and W diagram 6) 13.Slalom buoys (W 14.06) (OK ) 14.VHS video slalom endcourse (W 14.17) (OK ) 15.Trick course checked (W diagram 3) (NA ) 16.Position and height of trick towers ( NA ) (W 15.11) 17.Semi-automatic timing-20sec (W 15.12) (NA ) with automatic median start ( NA ) 18.VHS video tricks (W15.15) ( NA ) 19.10,000 points review judge (W 15.15) ( NA ) SLALOM COURSE (indicate which type with Yes) Four lines floating course ( ) Single anchor buoys ( YES ) Attach survey document in plain monospaced text at the end after the Homologation Notice Note angular units here: DEGREES. JUMP COURSE Attach survey document in plain monospaced text at the end after the Homologation Notice Note angular units here: DEGREES JUMP MEASUREMENT SETUP VIDEO JUMP Attach survey of buoys (if used) at the end after the Homologation Notice Attach spreadsheet printout for each camera position at the end after the Homologation Notice NON-VIDEO JUMP Automatic meter system used (Yes/No) ( NO ) Protractor reading units (Degrees/Grades) ( DEG )--MANUAL 3STATION ONE METER METER SETUP--SEE SURVEY FILES VIDEO JUMP: WE USED 2 SEPARATE SYSTEMS. TOUR SYSTEM WITH STANDARD TOUR SETUP & DAVE CLARK'S TALL POLE TO TAKE IN FROM 35M TO 67+M. SET UP SIGHTINGS--SEE SURVEY FILES Jump system survey results (X-Y coordinates)--SEE SURVEY FILES Attach the computer printout file at the end after the Homologation Notice Computer program checked against (OK/X) "Computer Benchmark for Computed Distances" ( OK )--WSTIMS JUMP RAMP Width at top (W 13.02a) 4.26 m Width at bottom 4.26 m Top edge to 6.4m line left side (W 13.02b,h) 6.40 m Top edge to 6.4m line right side (W 13.02b.h) 6.40 m Top edge to 6.7m line left side (W 13.02b,h) 6.70 m Top edge to 6.7m line right side (W 13.02b.h) 6.70 m Length underwater from 6.7m line (W 13.02c) .61 m Maximum Deviation from plane (W 13.02f) 1.5 cm Concavity (OK/X) Apron under water (W 13.02g) ( X )--ONLY ABOUT 10CM Apron full length (W 13.02g) (OK ) Sighting line (W 13.02i) (OK ) Secure anchoring (W 13.02i) ( OK ) METER STATIONS--USED FOR BACKUP ONLY--VIDEO IS PRIMARY Stability and horizontal level ( OK ) Protractors on same vertical line ( X )--ONE LEVEL ONLY Protractor graduations (max 0.2 degrees) ( OK ) Diameter of protractors (min 0.50 m) ( OK ) Accuracy of sighting arms (OK ) Apron Angle (W 13.02k) jump height 1.82 m (a) length of edge of apron from top corner to water 2.33 m (b) ratio of A/B .78 (OK ) minimum 0.883 maximum 0.643 RAMP SETTING--SEE "TECHDATA" FILE Right Side Left Side Setting Height Length Ratio Height Length Ratio 1.50 1.65 1.80 Sample jumps (If possible attach computer file)--VIDEO WAS USED AS PRIMARY HOMOLOGATOR'S REMARKS Give details of any variations of IWSF rules. List any alterations to the course, etc. duringthe competition. List any malfunction of equipment. Give any further information which might affect the Tournament Council's assement of the homologation. This was a well-done "Record" event. Somewhat of a backwashy site, so no really super performances. Generally good weather. Cut for into the money for slalom was 2 @ 10.75m, however, and one skier did run 10.75. Only deviation from exact specs was the waterside judge tower. This was scaffolding setup on a deckboat, at eye height of 2.5m, and would likely have been too shaky to have gone up another level of scaffolding. Homologator: Ed Brazil, 630 Elm St., Laconia, NH 03246 (name and address) Chief Judge: Nikki Lee c/o Bennets Ski School, Zachary, LA (name and address) Attached data files go here--files to be E-Mailed separately SLALOM COURSE SURVEY JUMP COURSE SURVEY METER TABLE SURVEY VIDEO JUMP BUOY SURVEY VIDEO JUMP CAMERA PLACEMENT SPREADSHEET (1 per camera) JUMP SETUP PRINTOUT SAMPLE JUMP PRINT OUT End of Document SLALOM SURVEY -- VER 4/97 W/TOWERS, PREGATES, MISC. NOTE: 1 PT R-THETA W/ METRIC DIMENSIONS SITE: INDY.97 DATE THU 17JUL97 ---FINDING NOTES--- MASTER PT OLD PIN ANGLE REF 95-25==DOUBLETOP POLE GT WDTH= 2.2 METERS INTENDED VERT HGT= 2.40 METERS ******SURVEY DATA TAKEN***** EDM ANGLES READ DEGREES *CALC COORDINATES* ITEM DISTANCE DEG MIN SEC DECIMAL XCOORD YCOORD *****GA G1 36.540 72 29 37 72.4936 -10.968 34.772 GATE G2 34.180 71 7 24 71.1233 -11.031 32.262 G1-G2 G3 38.250 114 42 36 114.7100 15.958 34.679 G3-G4 G4 36.300 116 19 7 116.3186 16.059 32.466 G5-G6 G5 66.730 148 43 23 148.7231 56.995 34.622 G7-G8 G6 65.640 150 20 58 150.3494 57.007 32.451 G9-G10 G7 103.960 160 32 30 160.5417 97.996 34.622 G11-G12 G8 103.270 161 42 22 161.7061 98.024 32.407 G13-G14 G9 143.270 165 59 15 165.9875 138.987 34.686 G15-G16 G10 142.720 166 51 32 166.8589 138.963 32.443 SUMS: G11 183.300 169 6 14 169.1039 179.980 34.646 CALCULA G12 182.910 169 47 7 169.7853 179.995 32.434 K1: G13 223.710 171 6 0 171.1000 221.004 34.608 CALCULA G14 223.420 171 39 46 171.6628 221.046 32.394 Q1: G15 250.460 172 1 17 172.0214 248.024 34.763 Q3: G16 250.140 172 35 58 172.5994 248.045 32.218 CALCULATI S1 27.340 126 1 42 126.0283 16.019 22.025 XLEFT: S2 72.650 141 42 3 141.7008 56.984 45.002 XRIGHT: S3 100.460 167 20 33 167.3425 97.991 22.007 S4 146.080 162 2 10 162.0361 138.940 45.048 COURSE S5 181.320 173 1 48 173.0300 179.964 22.001 COURSE S6 225.490 168 29 3 168.4842 220.938 45.014 TRIGONO PRE1 74.570 27 38 27 27.6408 -66.025 34.577 TRIGONO PRE2 73.530 26 7 24 26.1233 -65.984 32.358 PRE15 305.020 173 29 32 173.4922 303.045 34.569 PRE16 304.720 173 53 37 173.8936 302.982 32.414 TWR1 27.680 191 33 46 191.5628 27.118 -5.548 TWR2 217.300 159 14 57 159.2492 203.204 76.990 TRANSFORMED COORDS IDEAL TE CENTERS***** **STATISTICAL CALCS**ITEM XTRANS YTRANS XIDEAL XGATE YGATE X^2'S XY'S G1 0.031 1.223 0 -10.999 33.517 120.989 -368.671 G2 -0.032 -1.287 0 16.008 33.573 256.269 537.444 G3 26.956 1.134 27 57.001 33.537 3249.112 1911.617 G4 27.058 -1.079 27 98.010 33.514 9605.984 3284.753 G5 67.994 1.083 68 138.975 33.564 19314.072 4664.589 G6 68.006 -1.088 68 179.988 33.540 32395.563 6036.790 G7 108.995 1.089 109 221.025 33.501 48852.024 7404.565 G8 109.023 -1.126 109 248.035 33.490 61521.124 8306.795 G9 149.986 1.159 150 948.0422 268.2365 ***********31777.8825 G10 149.962 -1.084 150 TION OF BEST LINE CONSTANTS: G11 190.978 1.126 191 -0.00015 K2: 33.5475383 G12 190.994 -1.086 191 TION OF ENDCOURSE CONSTANTS: G13 232.002 1.094 232 39.79049 Q2: 471.192179 G14 232.045 -1.120 232 -122.684 Q4: 30463.4331 G15 259.023 1.253 259 ON OF ENDCOURSE COORDINATES: G16 259.044 -1.292 259 -10.999 YLEFT: 33.549 S1 27.019 -11.520 27 248.034 YRIGHT: 33.510 S2 67.980 11.463 68 S3 108.991 -11.526 109 OVERALL LENGTH: 259.033 S4 149.937 11.521 150 CENTERLINE ANGLE: -0.008694 S5 190.965 -11.519 191 METRIC SINE: -0.0001517 S6 231.935 11.500 232 METRIC COSINE: 0.99999998 PRE1 -55.027 1.020 -55 PRE2 -54.985 -1.199 -55 PRE15 314.044 1.068 314 PRE16 313.980 -1.088 314 TWR1 38.123 -39.092 38.12 TWR2 214.196 43.474 214.20 LGTH: 259.033 MTRS. AVG SKR ALERTS GATE COORDS. AVG TOTAL ERROR: 0.038 X al Y al WIDTHS YIDEAL XERROR YERROR TOTERR 0 0 1.25 0.031 -0.027 0.041 0 0 2.510 G1 -1.25 -0.032 0.037 0.049 0 0 G2 1.10 -0.044 0.034 0.055 0 0 2.213 G3 -1.10 0.058 -0.021 0.061 0 0 G4 1.10 -0.006 -0.017 0.018 0 0 2.171 G5 -1.10 0.006 -0.012 0.013 0 0 G6 1.10 -0.005 -0.011 0.012 0 0 2.215 G7 -1.10 0.023 0.026 0.035 0 0 G8 1.10 -0.014 0.059 0.061 0 0 2.243 G9 -1.10 -0.038 -0.016 0.042 0 0 G10 1.10 -0.022 0.026 0.034 0 0 2.212 G11 -1.10 -0.006 -0.014 0.015 0 0 G12 1.10 0.002 -0.006 0.006 0 0 2.214 G13 -1.10 0.045 0.020 0.049 0 0 G14 1.25 0.023 0.003 0.023 0 0 2.545 G15 -1.25 0.044 0.042 0.061 0 0 G16 -11.50 0.019 0.020 0.028 0 0 S1 11.50 -0.020 -0.037 0.042 0 0 S2 -11.50 -0.009 0.026 0.027 0 0 S3 11.50 -0.063 0.021 0.066 0 0 S4 -11.50 -0.035 0.019 0.040 0 0 S5 11.50 -0.065 -0.000 0.065 0 0 S6 1.10 -0.027 -0.080 0.085 0 0 2.219 PRE1 -1.10 0.015 -0.099 0.100 0 0 PRE2 1.10 0.044 -0.032 0.054 0 0 2.156 PRE15 -1.10 -0.020 0.012 0.023 0 0 PRE16 -38.12 0.97 45.7 =ANGL 0 <-BAD? NOTE 3.7M TO SITTING 44.80 -1.33 44.1 =ANGL 0 <-BAD? NOTE 2.4M TO SITTING WIDTH: 0.0081 IF ABS >.02 THEN 1 0 ERRORS PROPORTIONED VS. O/A LGTH. TIME SEGS DIST XERR BAD? G1-G7 108.964 -0.050 0 *THESE ARE G7-G15 150.028 0.009 0 FOR MAGNETS G16-G10 109.082 0.068 0 ON THE G10-G2 149.994 -0.025 0 TIMER SIDE G2-G8 109.055 0.041 0 *THESE ARE G8-G16 150.020 0.002 0 FOR MAGNETS G15-G9 109.036 0.023 0 ON THE G9-G1 149.955 -0.064 0 DRIVER SIDE SKR. LGTH DIST ERROR BAD? END-S1 27.019 0.019 0 NOTE: S1-S2 40.961 -0.039 0 TOLERANCE BASIS S2-S3 41.011 0.011 0 IS 0.5% S3-S4 40.946 -0.054 0 S4-S5 41.028 0.028 0 S5-S6 40.971 -0.029 0 S6-END 27.098 0.098 0 DIAGONALS DIST ERROR BAD? END-S1 29.373 0.026 0 NOTE: S1-S2 46.968 -0.042 0 TOLERANCE BASIS S2-S3 47.014 0.004 0 IS 0.5% S3-S4 46.987 -0.024 0 S4-S5 47.054 0.044 0 S5-S6 46.994 -0.016 0 S6-END 29.437 0.090 0 GATE LGTH DIST ERROR BAD? G1-G3 26.926 -0.074 0 G2-G4 27.090 0.090 0 G3-G5 41.037 0.037 0 G4-G6 40.948 -0.052 0 G5-G7 41.001 0.001 0 G6-G8 41.017 0.017 0 G7-G9 40.991 -0.009 0 G8-G10 40.939 -0.061 0 G9-G11 40.993 -0.007 0 G10-G12 41.032 0.032 0 G11-G13 41.024 0.024 0 G12-G14 41.051 0.051 0 G13-G15 27.020 0.020 0 G14-G16 26.999 -0.001 0 EYE LEVEL ON DECK EYE LEVEL JUMP COURSE SURVEY -- 1 PT VERSION NOTE: USE METRIC DIMENSIONS SITE NAME: INDY.97 SURVEY DAY: THU 17JUL97+SAT FINAL JU **KEY NOTE: USE HORIZONTAL DISTANCE FOR RAMP & TOPLINE ---FINDING NOTES--- MASTER PT: OLD PIN ANGLE REF: 95-25==DOUBLETOP POLE VERT HEIGHT= 2.40 METERS ******SURVEY DATA TAKEN***** EDM ANGLES READ DEGREES *CALC COORDINATES* ITEM DISTANCE DEG MIN SEC DECIMAL XCOORD YCOORD *****GA TOPLINE 8.380 180 0 0 180.0000 8.380 0.000 GATE 15RO 104.740 33 41 51 33.6975 -87.119 58.095 RIDEOUT 19RO 106.840 35 30 9 35.5025 -86.955 62.030 ENDTIME 15ET 72.190 53 25 51 53.4308 -42.987 57.946 MIDTIME 19ET 75.490 55 17 26 55.2906 -42.963 62.025 STARTIME 15MT 58.130 88 5 22 88.0894 -1.936 58.048 19MT 62.060 88 10 18 88.1717 -1.979 61.982 15ST 98.840 144 3 53 144.0647 80.005 57.989 19ST 101.260 142 14 34 142.2428 80.035 61.986 RAMP 43.756 100 35 17 100.5881 8.040 43.011 SUMS: 150M 163.790 164 46 1 164.7669 158.018 43.031 CALCULA 180M 192.870 167 6 42 167.1117 187.996 43.017 K1: CALCULA Q1: CALCULA X R/O: COURSE TRIGONO TRIGONO TE CENTERS***** **STATISTICAL CALCS** TRANSFORMED COORDS IDEAL XGATE YGATE X^2'S XY'S ITEM XTRANS YTRANS XIDEAL -87.037 60.063 7575.437 -5227.693 15RO -0.080 -1.943 0 -42.975 59.986 1846.847 -2577.889 19RO 0.082 1.992 0 -1.957 60.015 3.832 -117.477 15ET 44.052 -2.077 49 80.020 59.988 6403.212 4800.205 19ET 44.074 2.002 49 15MT 85.102 -1.961 90 19MT 85.059 1.973 90 15ST 167.044 -1.992 172 19ST 167.072 2.005 172 -51.9493 240.0513 15829.3278 -3122.8545 RAMP 95.084 -16.995 100 TION OF BEST LINE CONSTANTS: 150M 245.062 -16.923 250 -0.00034 K2: 60.0083520 180M 275.040 -16.927 280 TION OF ENDCOURSE CONSTANTS: 24.12933 Q2: 2160.20757 ***SEGMENT LENGTHS*** 15M 19M AVG TION OF RIDEOUT COORDINATES: 1ST 81.942 82.013 81.978 -87.038 Y R/O: 60.038 2ND 41.050 40.985 41.017 R/O 95.164 95.002 95.083 RAMP TO 10 METER LINE: 10.003 RAMP PARALLELISM CALCULATI CENTERLINE ANGLE: -0.019766 -0.020 COURSE CL. ANGLE METRIC SINE: -0.0003449 0.453 PERPENDICULAR TO METRIC COSINE: 0.99999994 DIF: 0.473 DEGREES OR 1 PAR RAMP TO 150M BUOY: 149.98 RAMP TO 180M BUOY: 179.96 COORDS. YALERT YIDEAL YERROR 0 <-TOTAL ERRORS -2 -0.057 0 2 -0.008 0 -2 0.077 0 2 0.002 0 -2 -0.039 0 2 -0.027 0 -2 -0.008 0 2 0.005 0 -17 -0.005 0 -17 -0.077 0 -17 -0.073 0 SEGMENT ERRORS ALERTS 15M 19M 15M 19M -0.058 0.013 0 0 0.050 -0.015 0 0 ERROR: 0.003 0 <-RAMP ALERT ON (USING TOPLINE SHOT) (DEG) RAMP TOP EDGE T IN: 121 JUMP METER SURVEYING NOTE: SITE: INDY.97 DATE: SAT--BACKUP MANUAL ANGLE REF: NOTE: Use horizontal distances 95-25==DBL. POLE SURVEY PT LOCATOR: PVC PIN @MT EASTSIDE ****SURVEYING DATA TAKEN**** CALCULATED FT/M ? FT ANGLES READ DECIMAL COORDINATES ITEM DISTANCE DEG MIN SEC DEGREES X Y MTRA 53.508 1 35 21 1.589 53.487 1.484 MTRB 134.781 1 0 33 1.009 134.760 2.374 MTRC 214.390 0 20 7 0.335 214.386 1.255 RAMP 143.557 100 35 17 100.588 -26.378 141.113 POLE 608.519 54 2 3 54.034 357.385 492.515 TOPLINE 27.490 180 0 0 180.000 -27.490 0.000 CALCULATED **COORDINATES VS. METERS** DISTANCES ITEM X Y A-B 81.2775 MTRA 0.0000 0.0000 A-C 160.8991 MTRB 81.2713 1.0058 B-C 79.6341 MTRC 160.8991 0.0000 A-T 577.4648 RAMP -80.0645 139.5148 B-T 538.3313 NOTE: PLUS X IS TOWARD METER C-T 511.6501 *********CALCULATED ANGLE SIG A-J 160.8562 FROM TO RAMP TO TEST TO A B-J 212.6359 A 60.1494 121.6715 -- C-J 278.4382 B 41.3556 115.0551 0.0000 A-L 80.9910 C 30.0703 106.1478 0.0000 ANGLE B0= DISTANCE "L" = 80.9649 NOTE: USE @ATAN2(X,Y) OR @ATAN (Y/X) AS NEEDED *****ANGLES VS. SURVEY BASELINE****** A-C 0.082 A-J 60.231 A-T 121.753 A-B -0.627 B-J 40.728 B-T 114.428 B-C 0.805 C-J 30.152 C-T 106.229 **** METER SETTING DATA **** INDY.97 ITEM MTRA MTRB MTRC LOCAL NA NA NA HICAL NA NA NA LOTEST NA NA NA HITEST NA NA NA POLE 121.67 115.06 106.15 RAMP 60.15 41.36 30.07 15ET 114.85 92.50 68.70 0.07 = M TRI. *CALCS PERTAINING TO 'L'* K1= -0.00142 K2= 1.560169 K3= 126.9098 K4= 3488.752 XL= -27.4773 'C' YL= 1.599341 HTS******** TO B TO C 179.2910 180.0000 -- 181.4327 0.7236 -- -0.7090 TOURNAMENT TECH DATA EVENT:INDY.97 ***RAMP DATA*** NOM LEFT SIDE DATA RIGHT SIDE DATA AVG RAMP HGT LGTH RATIO HGT LGTH RATIO RATIO FT FT FT FT 6 5.979 21.818 0.2741 5.979 21.818 0.2741 0.2741 FSTY NA NA NA NA NA NA NA 5 NA NA NA NA NA NA NA ERR ERR ERR ERR ERR ERR 1.5 =CM. SWAYBACK (VISUAL SIGHTING; SMOOTH) ***SLALOM TOWLINES*** NOM-> 18.25 16.00 14.25 13.00 12.00 11.25 10.75 10.25 9.75 SL1 NA NA 14.31 13.06 12.05 11.29 10.78 10.26 9.74 SL2 NA NA 14.27 13.01 12.01 11.25 10.74 10.23 9.72 SL3 NA NA 14.29 13.03 12.03 11.28 10.77 10.26 9.74 AVERAGE NA NA NA NA NA NA NA NA NA ERR1 NA NA 0.06 0.06 0.05 0.04 0.03 0.01 -0.01 0.042 ERR2 NA NA 0.02 0.01 0.01 0.00 -0.01 -0.02 -0.03 0.002 ERR3 NA NA 0.04 0.03 0.03 0.03 0.02 0.01 -0.01 0.027 ERR4 NA NA NA NA NA NA NA NA NA NA ***JUMP TOWLINES***WHEN COOL JU1= 22.89 JU2= 22.93 JU#3= JU#4= ***HANDLE SEGMENTS*** #1= 1.48 #2= 1.48 NOTE NOT USED--FOR BACKUP TO CONTESTANTS' HANDLES #3= #4= Corson Video Jump Measurement System -- Setup Analysis Ver 1.4 10/96 INDY.97 Horiz Scrn Min Max Resolution --- --- (Pixels): 800 50 68 Intended Operating Distance Range (meters) 0 0 Widened? (yes, if *** showing) 1-Pixel Movemt 50 68 Adjusted Operating Distance Range (meters) Test Std: 0.10 164 223 Adjusted Operating Distance Range (feet) Water Surface Up-Dn Acr Screen TWIP Projected Dimensions Locations of Crs Crs Coordinates of Reference Grid on O Grid & Camera -X- -Y- -X- -Y- Video Screen (TWIP) K Upper Left 67 10 3085 4812 Height: Left 1247 0 Lower Left 67 -12 356 6058 Right 1316 0 Upper Right 51 10 9613 4859 Width: Far 6528 0 Lower Right 51 -12 10562 6175 Near 10206 0 Camera Viewpt 55 -50.0 Camera Angles: Pan 4.5 Tilt -4.4 0 Camera Elevation: 5.5 (Degrees) Field of View Width 22.0 0 Selected Landing Displacements for 1 Pixel Moves Locations Up-Dn Acrs Horizontal Move Vertical Move in the Jump Crs Crs Up-Dn Acrs Dist Up-Dn Acrs Dist O Landing Zone -X- -Y- d(X) d(Y) d(D) d(X) d(Y) d(D) K Long Jump 90% 68 -3.5 0.029 -0.002 0.029 0.069 0.247 0.056 0 Med-Long 70% 63.5 -4.3 0.028 -0.002 0.028 0.044 0.236 0.028 0 Med Jump 50% 59 -5.3 0.027 -0.002 0.027 0.020 0.225 0.000 0 Short-Med 30% 54.5 -6.0 0.027 -0.002 0.027 -0.002 0.217 -0.025 0 Short Jmp 10% 50 -6.3 0.026 -0.002 0.026 -0.024 0.212 -0.050 0