WATER JET CONFERENCE - Waterjet Technology Association

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The hydraulic drive of the haulage system was adjusted to a value of F K = 370 kN for the pulling force acting on the chain. The average value as recorded by measurement was of approximately F K = 340 kN. The force analysis leads to the result, that the power requirement of the high pressure pumps could be reduced from P = 300 kW to P = 220 kW and the water flow could be reduced from V = 226 l/min to V = 170 l/min (Fig. 3). A main target of the underground trials was to obtain a maximum incremental area of face advance (web x travelling speed). The chain traction effort and the web s = 0.4 m were kept constant for the experimental version. The travelling speed V M, however, was adapted to the prevailing coal hardness. Fig. 4 shows the optimum working configuration. At a web of s = 0.4 m a travelling speed of V M = 0.4 m/s was obtained. This corresponds to an incremental area of face advance of 9 6 m 2 /min. The corresponding values of the most efficient conventional winning machines (ploughs, shearer loaders) read 7.5 and 6.0 m 2 /min respectively for the same coal hardness. Besides these high winning performances also a considerably better particle-size distribution of the raw coal was achieved (Fig. 5). The operation mode of the machine enabled a very careful handling of the raw coal which eventually resulted not only in a better particle-size distribution but also in definitely less dust production. Comparative measurements have shown that the quantity of dust released corresponds to only approximately 30% of the dust produced by a shearer loader in the same seam. Surprisingly, the moisture content of the coal was only half as high as the one recorded for comparison in a shearer-loader face. Consequently, the moisture content of the raw coal did not cause any problem to experimental operation. In trial operation problems were encountered above all with respect to loading. The experimental unit left only little clearance underneath the machine frame so that the broken off coal could not be removed from underneath the machine. Furthermore the electrical energy supply as well as the low pressure water supply recorded frequent trouble. In this configuration the supply system a modified version of the supply system used for shearer loaders - turned out to be ill-suited. DEVELOPMENT OF THE <strong>JET</strong>-MINER Concept After successful trials run with the experimental version the development of the first Jet-Miner prototype was started in cooperation of Ruhrkohle AG, M.A.N.-GHH Sterkrade, and Bergbau-Forschung GmbH. 238
Since the basic suitability of the oscillating waterjet system was proved throughout the trials, the original concept and design features of the cutting heads were retained to a forgoing extent. As mentioned in the introduction the Jet-Miner was supposed to be used in seam thicknesses ranging between 1.0 m and 1.5 m. Accordingly, a machine body of 1000 mm height was designed. According to an array comprising two or three cutting heads, a cutting height from 1.0 to 1.5 m can be catered for (Fig.6 ) . Since during the underground trials clearing problems arose, the total machine body of the Jet-Miner was situated in the space between the conveyor and the coal face. The conveyor is just straddled by a portal structure so that a good clearance profile is assured (Fig. 7 ) . In order to eliminate problems of energy and water supply a special cable guidance system was developed which is supposed to allow trouble-free supply via cables and hoses even at travelling speeds of VM = 0-5 m/s. The prototype built by M.A.N.-GHH-Sterkrade subsequent to elaboration of a joint concept exhibits the following design data (Fig. 8): Length: 8.56 m Height (fin): 0.98 m Pump drives: 215 kW Water flow: 162 l/min Water pressure: 70 MN/mg Total mass: 18.000 kg Surface Trials The Jet-Miner prototype is designed for coal winning underground. For checking the overall function, a surface testing program was carried out. Except for the length, the surface test corresponds for all machinery components to the underground installation. In the testing facilities for coal winning and coal clearance techniques of Bergbau-Forschung GmbH, a 35 m long rig was set up. The rig implies a mockup coal face of 13 m length, 1.5 m height and 6 m depth. This mock-up coal face, as to its strength, corresponds to the respective values of coal prevailing in the production face envisaged (Fig. 9). The surface as well as the underground test array comprises the following components: • Guidance of the Jet-Miner: Halbach & Braun Plough haulage system with chain 34 x 126 mm • Haulage drive: 2 hydrostatic drives of 143 kW each Dusterloh • Conveyor: EKF 3 (Halbach & Braun) • Conveyor drive: 60 kW (surface) • Cable/supply system: M.A.N.-GHH-Sterkrade • Advance system with Control bracket (Halbach & controls: Braun) • Electrical control: Audio-frequency system (Siemens) 239
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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
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was encountered, then the rotation
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(C) Capital Expenditure: Material i
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Figure 9. Swivel coupling Figure 10
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OPTIMIZING JET CUTTING POWER FOR TU
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PRESSURE DROP (psi) ELEMENT Cv @10
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power output. Undersized nozzles re
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Subscripts n - Nozzle p - Pump t -
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Figure 1. Cutting effect as a funct
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CONSIDERATIONS IN THE COMPARISON OF
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pressure can be lowered to perhaps
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Figure 2: Fan jet issuing from a no
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DISCUSSION NAME: John Griffiths COM
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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 218 and 219: DISCUSSION NAME: David Summers COMP
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 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
Page 268 and 269: Using the requirements profile and
Page 270 and 271: ant hose combination, a guiding sys
Page 272 and 273: HYDRAULIC MINING TESTS Site selecti
Page 274 and 275: SAFETY All operations were carried
Page 276 and 277: TABLE V. Categories of Jet Mining D
Page 278 and 279: Figure 2. Generalized geologic prof
Page 280 and 281: SECONDARY FRAGMENTATION WITH WATER
Page 282 and 283: do possess a maximum point (Fig. 8)
Page 284 and 285: Figure 4. Rossin-Rammler plot. Figu
Page 286 and 287: Figure 8. Non-dimensional plot for
Page 288 and 289: HYDRAULIC COAL MINING SYSTEM Typica
Page 290 and 291: Figure 4. (From ref. 1) DISCUSSION
Page 292 and 293: 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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