- Page 1 and 2: Proceedings of the Second U.S. WATE
- Page 3 and 4: Visualization of the Central Core o
- Page 5 and 6: A Status Report on the Conceptual D
- Page 7 and 8: SESSION 7 - CIVIL & INDUSTRIAL Chai
- Page 9 and 10: Cutting Hard Rock With Abrasive-Ent
- Page 11 and 12: frictional and piping component rel
- Page 13 and 14: R = a1 ⋅ A1 A2 a2 I = 2H o Q o
- Page 15 and 16: attenuation of the output. The tran
- Page 17 and 18: Figure 1. Branch System Modulator F
- Page 19 and 20: Figure 5. Modulation Response for B
- Page 21 and 22: Figure 9. Modulation response for s
- Page 23 and 24: can be used for any form of input.
- Page 25 and 26: with a cylindrical shape to the jet
- Page 27 and 28: m/s. The range of power found from
- Page 29 and 30: Figure 3. Power vs nozzle diameter
- Page 31: Figure 5. Frequency vs length of th
- Page 35 and 36: STANDOFF DISTANCE IMPROVEMENT USING
- Page 37 and 38: discharge modulation. Within each b
- Page 39 and 40: or air in the vicinity of the disch
- Page 41 and 42: psig. Figure 7 shows these units re
- Page 43 and 44: Hence, this high-pressure testing g
- Page 45 and 46: Figure 2. MECHANISM OF PERCUSSIVE J
- Page 47 and 48: FIGURE 7. HALLIBURTON SERVICES HT-4
- Page 49 and 50: NAME: David Eddingfield COMPANY: SI
- Page 51 and 52: The various parameters in these equ
- Page 53 and 54: hole together form an axisymmetric
- Page 55 and 56: RESULTS AND DISCUSSION A series of
- Page 57 and 58: 1. Bowden, F.F., and Brunton, J.H.,
- Page 59 and 60: NOZZLE DESIGN FOR COHERENT WATER JE
- Page 61 and 62: y distance normal to nozzle wall We
- Page 63 and 64: In this paper attention is not cent
- Page 65 and 66: 2 e ′ r 2 ( n e ′ + s e ′ −
- Page 67 and 68: In the limit as h and k tend to zer
- Page 69 and 70: Relaminarization Phenomena Reviews
- Page 71 and 72: Cf = 0.3exp( −1.33H)(lnRe ) ( −
- Page 73 and 74: The majority of the uncertainty ass
- Page 75 and 76: 0.16 may be expected. Development o
- Page 77 and 78: the local value of θ larger due to
- Page 79 and 80: may cause flow downstream over hydr
- Page 81 and 82: 3. Birkhoff, G. and Zarantonello, E
- Page 83 and 84:
Figure 4. Potential Flow solution s
- Page 85 and 86:
Figure 7. Nozzle Designs Figure 8.
- Page 87 and 88:
Figure 11. Boundary layer Solution
- Page 89 and 90:
Figure 14. Nozzle exit momentum thi
- Page 91 and 92:
Figure 18. Examination of separatio
- Page 93 and 94:
Figure 22. Effect of inlet b 1 cond
- Page 95 and 96:
NAME: Mohamed Hashish DISCUSSION CO
- Page 97 and 98:
APPROACH Most photographic techniqu
- Page 99 and 100:
Processing Using reversal processin
- Page 101 and 102:
Figure 3. Process schematic Figure
- Page 103 and 104:
FIGURE 9. INNER CORE OF PERCUSSIVE
- Page 105 and 106:
AN EXTRUSION-TYPE PULSED JET DEVICE
- Page 107 and 108:
Both the piston and the fluid are i
- Page 109 and 110:
C 1 = M p SA p + S + L c S 103 (9)
- Page 111 and 112:
or, in dimensionless form t * ( X *
- Page 113 and 114:
D p = 107 8 E j S V j For a given d
- Page 115 and 116:
loading in this instance was intern
- Page 117 and 118:
7. Voytsekhovskiy, B. V., Nikolayev
- Page 119 and 120:
Figure 5. Jet cummulative kinetic e
- Page 121 and 122:
Figure 9. Gas spring force. Figure
- Page 123 and 124:
Figure 13. Extrusion Device Assembl
- Page 125 and 126:
Table 1. Craters in high-strength c
- Page 127 and 128:
LABORATORY INVESTIGATION OF SOIL CU
- Page 129 and 130:
Materials Tested Four different soi
- Page 131 and 132:
When a continuous water jet impinge
- Page 133 and 134:
These observations indicate that, f
- Page 135 and 136:
The square of the void ratio was co
- Page 137 and 138:
1. Mellor, M.(1972), Some Generaliz
- Page 139 and 140:
Figure 4. Effect of Saturation on t
- Page 141 and 142:
Table 1. Predicted and Observed Dep
- Page 143 and 144:
from poisonous gas. On the other ha
- Page 145 and 146:
The injection volume from the nozzl
- Page 147 and 148:
volume. These results lead us to a
- Page 149 and 150:
Figure 1. Hydraulic and water circu
- Page 151 and 152:
Figure 7. Theoretical required powe
- Page 153 and 154:
NAME: Mohamed Hashish COMPANY: Flow
- Page 155 and 156:
TRACTION FORCE IN LBS FOR "SKIPJACK
- Page 157 and 158:
If engine driven equipment is parke
- Page 159 and 160:
Repair all leaks that you find, but
- Page 161 and 162:
pressure. As the job progresses, th
- Page 163 and 164:
Figure 4. Line Moleing. 157
- Page 165 and 166:
the battery and placed onto the ope
- Page 167 and 168:
equired, and although it is conveni
- Page 169 and 170:
Throughout the development of the s
- Page 171 and 172:
Figure 3. Tracing motion lance carr
- Page 173 and 174:
NAME R. Pootmans COMPANY: Indescor
- Page 175 and 176:
cleaning ability. Therefore, in any
- Page 177 and 178:
Maximum Power Nozzle For any given
- Page 179 and 180:
NOZZLE TYPE DIAM FLOW PRESS POWER (
- Page 181 and 182:
and the pressure loss through the p
- Page 183 and 184:
DISCUSSION NAME D. Eddingfield COMP
- Page 185 and 186:
The water jet which issues from oth
- Page 187 and 188:
ather than those on the outer edges
- Page 189 and 190:
Figure 5: Path of a cavitating jet
- Page 191 and 192:
WATER JET CLEANING SPEEDS - THEORET
- Page 193 and 194:
Substituting field terms: (Zublin,
- Page 195 and 196:
"CE" Values Numerous observations h
- Page 197 and 198:
Chart 1. Standoff vs Power Chart 2.
- Page 199 and 200:
DISCUSSION NAME: W. G. Howells COMP
- Page 201 and 202:
CLEANING AND CUTTING WITH SELF-RESO
- Page 203 and 204:
This trend of increased pulsed jet
- Page 205 and 206:
high velocity tests have been run r
- Page 207 and 208:
REFERENCES 1. Chahine, G. L., Johns
- Page 209 and 210:
Figure 3. Pressure fluctuations in
- Page 211 and 212:
Figure 7. Pressure fluctuations in
- Page 213 and 214:
SERVOJET nozzles were seen to out p
- Page 215 and 216:
High pressure pump: *Drive 120 to 1
- Page 217 and 218:
program of the European Community f
- Page 219 and 220:
A STATUS REPORT ON THE CONCEPTUAL D
- Page 221 and 222:
Front-end loaders loaded the broken
- Page 223 and 224:
The next experiment involved cuttin
- Page 225 and 226:
showed that sand was mined at a top
- Page 227 and 228:
Figure 1. Schematic diagram showing
- Page 229 and 230:
Table 4. Summary of cutting tests u
- Page 231 and 232:
Table 5. Cutting tests using mobile
- Page 233 and 234:
NAME: Gerald Zink COMPANY: StoneAge
- Page 235 and 236:
Disadvantages of the technique begi
- Page 237 and 238:
adequate straightness (Fig. 2). The
- Page 239 and 240:
Figure 1. Schematic of water jet qu
- Page 241 and 242:
NAME: Jerry Hagers COMPANY: Sprayin
- Page 243 and 244:
Based on knowledge gained throughou
- Page 245 and 246:
Since the basic suitability of the
- Page 247 and 248:
ACKNOWLEDGEMENT The research and de
- Page 249 and 250:
Figure 5. Coarsely sized coal. Figu
- Page 251 and 252:
Figure. 9 Test array at Bergbau-For
- Page 253 and 254:
Montana and Brazil during the gold
- Page 255 and 256:
coal-dependent Poland sought a high
- Page 257 and 258:
increase in haulage and energy requ
- Page 259 and 260:
Is water jet cutting the next major
- Page 261 and 262:
Figure 3. Emergence of high pressur
- Page 263 and 264:
figure 7. Technology evolution mode
- Page 265 and 266:
THE NEW TECHNOLOGY OF HIGH PRESSURE
- Page 267 and 268:
immediately mounted onto the contem
- Page 269 and 270:
probably in combination with mechan
- Page 271 and 272:
HYDRAULIC MINING STUDIES OF STORM K
- Page 273 and 274:
may have to creating free faces, th
- Page 275 and 276:
TABLE II. Quality and Reserves Seam
- Page 277 and 278:
Figure 1. Location Figure 1A. Storm
- Page 279 and 280:
Figure 4. Pump Horsepower Figure 5.
- Page 281 and 282:
end of the cylinder (Fig. 2). The c
- Page 283 and 284:
Figure 2. Final test chamber design
- Page 285 and 286:
Figure 6. Non-dimensional plot for
- Page 287 and 288:
STATUS OF HYDRAULIC COAL MINING IN
- Page 289 and 290:
Figure 2. (from Ref. 1) Figure 3. (
- Page 291 and 292:
PRELIMINARY PRACTICE IN THE USE OF
- Page 293 and 294:
Through analysis and comparative st
- Page 295 and 296:
W2 is the volume of coal broken out
- Page 297 and 298:
Figure 2. Correlation curves of the
- Page 299 and 300:
Figure 6. The photograph of a swing
- Page 301 and 302:
A PREVIEW OF METHODS FOR CUTTING CO
- Page 303 and 304:
shell is "shot," the energy is tran
- Page 305 and 306:
directed at this zone which removes
- Page 307 and 308:
Commercial equipment capable of cut
- Page 309 and 310:
Table 3. Combinations of concrete c
- Page 311 and 312:
ANSWER: Pulsed jets were not noted
- Page 313 and 314:
of the blades or the teeth of the s
- Page 315 and 316:
fish, frozen ocean perch (red fish)
- Page 317 and 318:
Report LTR GD-62, Division of Mecha
- Page 319 and 320:
2.4 Cutting frozen blocks of cod fi
- Page 321 and 322:
Figure 11. Fillet cuts of fresh cod
- Page 323 and 324:
Figure 23. Removing baked enamel fr
- Page 325 and 326:
arrier alone requires keying into a
- Page 327 and 328:
The % bentonite slurry in air notch
- Page 329 and 330:
Table 1. Life cycle cost comparison
- Page 331 and 332:
Figure 6. Slurry jet in air notchin
- Page 333 and 334:
DISCUSSION NAME: George Savanick CO
- Page 335 and 336:
A brief description of the soil rem
- Page 337 and 338:
through a multi-passage swivel moun
- Page 339 and 340:
clay was above that normally measur
- Page 341 and 342:
ACKNOWLEDGEMENTS The authors wish t
- Page 343 and 344:
Figure 7. Mud mixing and filtering
- Page 345 and 346:
WATER JET ASSISTED MINING TOOLS: WH
- Page 347 and 348:
where S = A=K t*W*d c+(N-1)*K t*W*d
- Page 349 and 350:
(which are highly desirable in most
- Page 351 and 352:
REFERENCES i) Crow, S. C., 1972, A
- Page 353 and 354:
HIGH-PRESSURE WATER JET-ASSISTED TU
- Page 355 and 356:
CUTTING OF THE ROADWAY PROFILE The
- Page 357 and 358:
level for open jets can largely be
- Page 359 and 360:
Figure 7 High-pressure jet assisted
- Page 361 and 362:
Figure 15. Rock destruction by puls
- Page 363 and 364:
NAME: R. Pootmans COMPANY: Indescor
- Page 365 and 366:
3-ft. and a 6-ft. diameter laborato
- Page 367 and 368:
The machine thrust load is measured
- Page 369 and 370:
The drilling fixture is designed to
- Page 371 and 372:
strictly controlled conditions and
- Page 373 and 374:
Figure 2., Rock face created by the
- Page 375 and 376:
HYBRID ROCK CUTTING : FUNDAMENTAL I
- Page 377 and 378:
The results indicate that the penet
- Page 379 and 380:
Cutting speed has different effects
- Page 381 and 382:
Rock Property Springwell Sandstone
- Page 383 and 384:
Figure 2. Hybrid cutting - before a
- Page 385 and 386:
Figure 11. Figure 12. Figure 13. Fi
- Page 387 and 388:
NAME: John E. Wolgamott COMPANY: St
- Page 389 and 390:
high-velocity water jet is based on
- Page 391 and 392:
After this research of the schemes
- Page 393 and 394:
combined breakage of coal massif in
- Page 395 and 396:
standard regime (Ref. 7). For that
- Page 397 and 398:
5. It is established that for the h
- Page 399 and 400:
392
- Page 401 and 402:
Figure 3. Dependence of specific en
- Page 403 and 404:
Figure 8 Forces Pz and Py and energ
- Page 405 and 406:
NAME: George Savanick COMPANY: Bure
- Page 407 and 408:
Figure 2 (a) Figure 2. Strip chart
- Page 409 and 410:
EXPERIMENTAL STUDIES OF CUTTING WIT
- Page 411 and 412:
On the other side of the curve (Fig
- Page 413 and 414:
Effect of Number of Passes Dependin
- Page 415 and 416:
A small traversal distance creates
- Page 417 and 418:
4. Crow, S. C., 1973, "A Theory of
- Page 419 and 420:
Figure 4. Effect of Traverse rate o
- Page 421 and 422:
Figure 11.Visualization of cutting
- Page 423 and 424:
Figure 15. Bottom surface penetrati
- Page 425 and 426:
2. PRINCIPLE OF ABRASIVE WATERJETS
- Page 427 and 428:
application with through cutting, a
- Page 429 and 430:
fraction of particle fragmentation,
- Page 431 and 432:
- High pressures - Noise levels - H
- Page 433 and 434:
However, the thermal devices may pr
- Page 435 and 436:
Table 2a. Abrasive jet advantages f
- Page 437 and 438:
Figure 3. High-speed waterjet. Figu
- Page 439 and 440:
a) shaped cutting b) top view of ke
- Page 441 and 442:
Figure 13 Estimated hourly costs of
- Page 443 and 444:
ANSWER: We do not have quantitative
- Page 445 and 446:
L ITERATURE REVIEW Abrasive Fluid J
- Page 447 and 448:
Because of the shielding provided b
- Page 449 and 450:
to their crystalline structure. The
- Page 451 and 452:
makes it impossible to space two cu
- Page 453 and 454:
SUMMARY AND CONCLUSIONS The data co
- Page 455 and 456:
Figure 3. Comparison of depth of cu
- Page 457 and 458:
Figure 7. Effect of multiple passes
- Page 459 and 460:
Figure 11. Granite specimen cut wit
- Page 461 and 462:
NAME: Fun-Den Wang COMPANY: Colorad
- Page 463 and 464:
SLURRY FEEDS. In order to get aroun
- Page 465 and 466:
and radiused, Fig 10 shows a typica
- Page 467 and 468:
Quality of the Jet. In a normal cle
- Page 469 and 470:
minute, 8000 psi and 12 lbs copper
- Page 471 and 472:
Figure 1. General cleaning with Fig
- Page 473 and 474:
Figure 9. Relationship between part
- Page 475 and 476:
Figure 21. Reinforced concrete cut
- Page 477 and 478:
over its rivals in reliability, eas
- Page 479 and 480:
Operator B. who had approximately o
- Page 481 and 482:
TABLE V Casting cleaning impellors
- Page 483 and 484:
Having seen many blades of a simila
- Page 485 and 486:
Figure 5. Comparison of charges and
- Page 487 and 488:
POLYMERBLASTING - A CHEMIST'S POINT
- Page 489 and 490:
An additional application for polym
- Page 491 and 492:
water as being linearly aligned in
- Page 493 and 494:
of Missouri-Rolla), and Mr. Casper