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Engineered noise controls for miner safety and environmental responsibility  229

           12.4.2 Noise controls for roof-bolting machines

           Roof-bolting machines are extensively used in underground coal mines to drill and
           install bolts for roof support. The majority of these machines involve a manual cycle
           where the operator inserts a drill steel into the chuck and drills the hole, then inserts an
           epoxy cartridge into the hole, removes the drill steel from the chuck, and replaces it
           with a roof bolt tool to install the bolt. These many interactions between operator and
           machine drilling head require that controls, and thus the operator, be in close proxim-
           ity to the drill steel.

           12.4.2.1 Noise source identification

           To identify the location and the frequency content of dominant noise sources during
           the roof-bolting cycle, a 1.92-m-diameter, 42-channel microphone phased array was
           used. Testing was conducted in NIOSH’s hemi-anechoic chamber with a Fletcher
           Model HDDR, dual head roof bolter, as shown in Fig. 12.10A. Interior dimensions
           of this chamber are approximately 17.7m long by 10.4m wide by 7.0m high or
           approximately 1300 cubic meters. This facility meets ISO 3744 requirements [23]
           down to approximately 100Hz. Sound pressure level measurements were also taken
           at the operator location, as shown in Fig. 12.10B, to determine the overall A-weighted
           sound level at the operator’s ear while drilling.
              A large steel support stand comprising rectangular tubes was fabricated by NIOSH
           to hold the drilling media, shown in Fig. 12.10. To prevent the support stand from
           radiating significant amounts of sound, sand was used to fill the hollow tubes except
           for the diagonal tubes and the horizontal tubes along the short direction at the top of
           the structure. This was done for convenience and to create a vibration impedance mis-
           match in the structure to reduce vibration transmission.
              During the formulation of the test plan, it was decided to use drill bits and drill
           steels that were representative of industry usage. Therefore, round and hexagonal drill
           steels were used along with a 34.9-mm drill bit. Granite was chosen as the drilling

              Chain
                                      Test
                                     fixture



             Urethane
              sheet
                    Rock

                                                Operator ear
                                                 microphone

            (A)                               (B)

           Fig. 12.10 Experimental setup used for drilling tests: (A) roof bolter in the hemi-anechoic
           chamber, and (B) location of the operator ear microphone.
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