WATER JET CONFERENCE - Waterjet Technology Association

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DISCUSSION NAME: David Summers COMPANY: Universitv of Missouri - Rolla QUESTION: "What are the nozzle diameters?" ANSWER: The rotating drilling head has 4 nozzles altogether; 2 nozzles are of 1.5 mm diameter, and are jetting in forward direction, and the other 2 nozzles of 1.2 mm diameter are jetting backwards. In addition 2 nozzles of 1.2 mm diameter are incorporated in the slide as backfire nozzles. In total: 6 nozzles. NAME: W. C. Cooley COMPANY: Terraspace, Inc. QUESTION: "If a drill were trapped in the coal, and later mined through, would it damage the longwall miner?" ANSWER:Most probably; however, it is a minor damage, since only the drill head is of hardened material. NAME: Michael Hood COMPANY: University of California, Berkeley QUESTION: 1. "Is this a production unit or is it still in prototype testing? ANSWER: A series of 10 pieces has been manufactured and delivered. At the same time, continuous tests are being made in order to optimize the product. QUESTION 2. "How much does the unit cost?" ANSWER: COAL DRILLING NOZZLE: With short guide block and drilling head Type IV, suitable for a working pressure of 400 bars and a water capacity of approx. 100 l/min., complete with reaction jets. Nozzle is ready to be connected to VHP hose ID 13: Price: DM 2,682.-- Accessories: Protective Tube equipped with socket piece for diversion of water ID 50: PRICE one splash guard on the drill hole, and one on the hose entrance: DM 802 80 ID 13 - 15 m long, 420 bars, mining design DM 256. - Foot Valve complete, 2 x M 22 x 1 5 DM 1,594 70 Union Stem M 22 x1.5 DM 27.80 212
A STATUS REPORT ON THE CONCEPTUAL DESIGN OF A SEMIAUTONOMOUS MINING SYSTEM Mukund D. Gangal Lon Isenberg Elisabeth J. Dutzi Jet Propulsion Laboratory, Pasadena, CA ABSTRACT The concept of a semiautonomous mining system (SAMS), developed by a design team at JPL, holds the promise of increasing the productivity of underground coal mining by 400% while reducing serious injuries by at least 50%. The concept envisions the use of multiple, semiautonomous, room and pillar mining units working in each section, operated by a crew of the same size as contemporary systems 1 . The excavator module in the system is based upon oscillating water-jets technology developed by D. Summers, University of Missouri-Rolla, and others. The jets are embedded into two U-shaped wedges at the end of a convergent structure, which is mounted on advancing chocks. Coal is broken by the combined action of the jet kerfing and wedging action of the excavator. It is then sized and conveyed by a central auger into a mixing chamber, where it is mixed with water to form a slurry. The slurry is transported via an extensible armored hose carrier to the main slurry pump, and injected into hard slurry lines for hoisting to the surface. This document presents the rationale and the tradeoffs behind the concept development and then describes the key elements in detail. 1 Copies of final report #DOE/ET-l2548-l7, Distribution Category UC-88 may be obtained from Jet Propulsion Laboratory, California Institute of <strong>Technology</strong>, Pasadena, California. This final report was prepared by the United States Department of Energy through an Agreement with the National Aeronautics and Space Administration. 213
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Proceedings of the Second U.S. WATE
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Visualization of the Central Core o
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A Status Report on the Conceptual D
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SESSION 7 - CIVIL & INDUSTRIAL Chai
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Cutting Hard Rock With Abrasive-Ent
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frictional and piping component rel
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R = a1 ⋅ A1 A2 a2 I = 2H o Q o
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attenuation of the output. The tran
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Figure 1. Branch System Modulator F
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Figure 5. Modulation Response for B
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Figure 9. Modulation response for s
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can be used for any form of input.
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with a cylindrical shape to the jet
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m/s. The range of power found from
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Figure 3. Power vs nozzle diameter
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Figure 5. Frequency vs length of th
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NAME: Gerald Zink COMPANY: StoneAge
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modulatornozzle assembly. The ordin
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DISCUSSION OF FLUID MECHANICS The i
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This process serves to protect the
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For test purposes, these concrete b
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REFERENCES CITED 1. Barker, C. R.,
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FIGURE 4. INNER CORE OF PERCUSSIVE
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FIGURE 9. EXAMPLE OF HIGH-PRESSURE
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NAME: John E. Wolgamott COMPANY: St
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THE FOCUSED SHOCK TECHNlQUE FORPROD
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The reflected wave is thus also cyl
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neglected. The introduction of a co
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DISCUSSION NAME: George Savanick CO
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H’ mean shape factor Hj theoretic
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Required streamline curvature at th
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2 x 2 ≅ ( e − 2 p + w)/k2 (2-8)
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eliminating 2 n r 2 from equations
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approximation to the actual flow si
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skin friction coefficient but are c
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where: (H) = A1H 3 + A2H 2 + A3H +
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effect (< 0.5%) on coefficients of
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TABLE 5 Rei x 10 5 β 3 4 5 6 Po Po
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TABLE 6 D(mm) d o(mm) L t(mm) L f(m
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expanding rather than contracting a
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25. Weber, H.E., 1978, Boundary lay
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Figure 5. Wall velocity distributio
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Figure 9. Effect of nozzle design o
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Figure 12. CA+T Design Philosophy.
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Figure 16. Effect of inlet b 1 cond
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Figure 20. Relaminarization at nozz
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Figure 24. Pressure decay data. 88
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VISUALIZATION OF THE CENTRAL CORE O
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DISCUSSION Although employing the i
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5. Lambert, J. H., 1760, Photometri
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Figure 6. Spectral sensitivity curv
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NAME: W.C. Cooley COMPANY: Terraspa
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INTRODUCTION Pulsed liquid jets sho
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y=X ∨ P A dy = p p A p 2 (L c y=0
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Using equation (15), the value of X
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Thus about the first 10% of the dri
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Many design cases, including those
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surface spall occurred, resulting i
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Figure 3. Chamber pressure at pisto
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Figure 7. Effect of nozzle area rat
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Figure 11. Extrusion device schemat
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Figure 15. Typical chamber pressure
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DISCUSSION NAME: W. C. Cooley COMPA
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material which are, in turn, affect
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the water jet. This method was not
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where h is the depth of penetration
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obtained during this phase of the i
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observed that the smallest depth of
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Figure 2. Idealized Relationships b
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Figure 6. Penetration as a Function
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DEVELOPMENT OF VARIABLE DELIVERY TR
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THE STRUCTURE AND FUNCTION OF THE P
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The injection pressure can be contr
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ACKNOWLEDGEMENTS The authors gratef
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Figure 4. Theoretical required powe
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Figure 9. Variation of efficiency w
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THE "SKIPJACK" SEWER CLEANING NOZZL
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HYDRO-BLASTING SAFETY C.W. Adaway,
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Remember, your Hydro-Blasting work
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horizontal, sometimes vertical, and
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Figure 2. Safety Gear Figure 3. Tub
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DEVELOPMENTS IN CLEANING COKE OVEN
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causing chain breakages and the scr
Page 168 and 169: was encountered, then the rotation
Page 170 and 171: (C) Capital Expenditure: Material i
Page 172 and 173: Figure 9. Swivel coupling Figure 10
Page 174 and 175: OPTIMIZING JET CUTTING POWER FOR TU
Page 176 and 177: PRESSURE DROP (psi) ELEMENT Cv @10
Page 178 and 179: power output. Undersized nozzles re
Page 180 and 181: Subscripts n - Nozzle p - Pump t -
Page 182 and 183: Figure 1. Cutting effect as a funct
Page 184 and 185: CONSIDERATIONS IN THE COMPARISON OF
Page 186 and 187: pressure can be lowered to perhaps
Page 188 and 189: Figure 2: Fan jet issuing from a no
Page 190 and 191: DISCUSSION NAME: John Griffiths COM
Page 192 and 193: where Q = Flow rate - gpm D = Jet O
Page 194 and 195: Again, not limited to Newtonian flu
Page 196 and 197: REFERENCES 1. Brown, R.W. and Loper
Page 198 and 199: Table 2. Jet Cleaning Speeds and ot
Page 200 and 201: ANSWER: The utilization of the stat
Page 202 and 203: complexity and short component life
Page 204 and 205: Figure 4, for ap values ranging fro
Page 206 and 207: Decontamination Methods for rapidly
Page 208 and 209: a. “PULSER” b.”ORGAN-PIPE”
Page 210 and 211: Figure 5 - Removal rate for various
Page 212 and 213: DISCUSSION NAME: David A. Summers C
Page 214 and 215: DRILLING BORE HOLES IN COAL MINES U
Page 216 and 217: pile could not be judged as represe
Page 220 and 221: HYDRAULIC MINING EXPERIMENTS IN AN
Page 222 and 223: The monitor was fed pressurized wat
Page 224 and 225: The IH rig was considered to be sup
Page 226 and 227: REFERENCES 1. Okhrimenki, V. A., A.
Page 228 and 229: Figure 2. Jet cutting sandstone at
Page 230 and 231: Figure 5. Schematic plan view of In
Page 232 and 233: Figure 7. Suction Box. 226
Page 234 and 235: USE OF HIGH PRESSURE WATER JETS FOR
Page 236 and 237: flame torch to cut this block, redu
Page 238 and 239: the order of 360 rpm. Under these c
Page 240 and 241: Figure 3. Slot cut by jet at 11 o s
Page 242 and 243: JET-MINER SURFACE AND IN-SEAM TRIAL
Page 244 and 245: The hydraulic drive of the haulage
Page 246 and 247: The surface trials had have the obj
Page 248 and 249: Figure 2. Experimental version. Fig
Page 250 and 251: Figure. 7 Jet-Miner prototype Figur
Page 252 and 253: SOME PATTERNS OF TECHNOLOGY TRANSFE
Page 254 and 255: Development of High Pressure_Techno
Page 256 and 257: configurations, the design of an op
Page 258 and 259: and public sectors. After a haitus
Page 260 and 261: Souder, W.E. and Evans, R.J., "The
Page 262 and 263: Figure 5. Technological achievement
Page 264 and 265: Table 3. Perceived disadvantages of
Page 266 and 267: already been, or is being applied w
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Using the requirements profile and
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ant hose combination, a guiding sys
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HYDRAULIC MINING TESTS Site selecti
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SAFETY All operations were carried
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TABLE V. Categories of Jet Mining D
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Figure 2. Generalized geologic prof
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SECONDARY FRAGMENTATION WITH WATER
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do possess a maximum point (Fig. 8)
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Figure 4. Rossin-Rammler plot. Figu
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Figure 8. Non-dimensional plot for
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HYDRAULIC COAL MINING SYSTEM Typica
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Figure 4. (From ref. 1) DISCUSSION
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INTRODUCTION Developing an unique t
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The coefficients "b " in Eq. (1) ca
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By the end of 1982, a total of more
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Figure 4. Cutting ability of swing-
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Figure 10. An operating performance
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for an abrasive, the abrasive parti
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the particles, while at slower spee
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to break away the remaining segment
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Table 1. Concrete saw technology. T
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NAME: Tom Brunsing COMPANY: Foster-
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FEASIBILITY STUDY OF CUTTING SOME M
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hydraulic power required to cut thr
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pressure was varied from 103 to 310
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2.1 Heading and gutting fresh cod f
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Figure 5. The cuts surface of a blo
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Figure 17. Cuts made across the cla
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JET NOTCHING USED IN THE CONSTRUCTI
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Bottom notch diameter was determine
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σ H = in-situ stress in the horizo
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Figure 3. Final block displacement.
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Figure 8. Comparison of Slurry Pump
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THE FURTHER DEVELOPMENT OF AN UNDER
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use taps or hydrants. To achieve th
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supply line. It was determined that
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The rotating head requires major mo
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Figure 4. System field test set-up
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Figure 10. Bentonite drilled clay s
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MECHANICAL TOOLS Cutting Tool Energ
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Ψ = cos −1 ⎧ ⎪ ⎪ ⎨ ⎪
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mode also contributes to chip flush
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NAME: Simon Johnson COMPANY: Newcas
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ROLLER TOOLS COMBINED WITH HIGH-PRE
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Various designs and applications ar
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Figure 1. Full-face tunneling machi
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Figure 11. roadway profile cutting
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Figure 19. High-pressure water jet
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DESIGN AND OPERATION OF TWO LARGE-S
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The hydraulic system for the thrust
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Results of Trial Tests As part of m
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cutting rates, degree of bit wear,
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Overall approximate Weight: Basic M
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Figure 5. 3 ft. diameter laboratory
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nozzle diameter and cutting speed w
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2. Cutting Speed The influence of c
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energy it effects an increase in me
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Tip angle (degrees) 87 Off-set angl
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Figure 5. Figure 6. Figure 7 Figure
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Figure 17. Figure 18. Figure 19. Fi
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SCHEMES OF COAL MASSIF BREAKAGE BY
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out thoroughly an efficient scheme
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Research analysis has proved that t
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DEPENDENCE OF POWER INDICES OF COMB
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The experiments have shown how the
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K Ay = coefficient correcting for f
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Figure 1. Schemes of combined break
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Figure 5. Dependence of specific en
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Figure 12. Percentage of grade R -6
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Figure 1. Particle size analysis. T
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NAME: Dr. Henkel COMPANY: Bergbau-F
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presented. This study, of course, i
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identifying a general trend for the
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Effect of Abrasive Hardness, Shape
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In some situations, especially in c
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Figure 1. Abrasive waterjet nozzles
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Figure 8. Effect of standoff distan
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Figure 13. Abrasive waterjet cuts i
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CUTTING WITH ABRASIVE WATERJETS M.
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3.3 Abrasive Feed Systems For abras
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Because of the large number of infl
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due to wear. Although actual operat
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from this new technology. Table 2 l
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Table 1. materials cut by abrasive
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Figure 1. Abrasive waterjet nozzles
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a) kerfs in mild steel b) S.S. 15.5
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a) circle cutting in glass b) lamin
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DISCUSSION NAME: Andrew F. Conn COM
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CUTTING HARD ROCK WITH ABRASIVE-ENT
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slurry nozzle. Testing at water pre
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DISCUSSION OF TEST RESULTS Jet Conf
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materials. The flexibility in nozzl
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pressure can be wiped out if diffic
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9. Maurer, W.C., and Heilheckler, J
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Figure 5. Effect of abrasive feed r
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Figure 9. Accumulated depth of mult
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Figure 13. Close-up view of quartzi
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ABRASIVE INJECTION USAGE IN THE UNI
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sudden changes in the feed rate eff
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or the abrasive must be manually to
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clog; there not being sufficient ar
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CODE OF PRACTICE FOR THE USE OF ABR
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Figure 5. Water abrasive cleaning h
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Figure 15. 360 0 abrasive pipe clea
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ECONOMIC CONSIDERATIONS IN WATER JE
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Other criteria to be considered in
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3 MANUAL METHODS OF JET CLEANING &
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contractor with old, unsafe, equipm
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Figure 1. Showing the increased cos
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Figure 8. Automatic tube bundle cle
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ackground to the subsequent coopera
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The molecules of SUPER-WATER posses
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shaken just before use. SUPERWATER
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26. Bednarz, L.P., "Effects of Poly
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