Sunburst Recovery Inc

Basic Information

30640 Moffat Avenue Po Box
2129
Steamboat Springs, CO, 80477

Company Profile

n/a

Additional Details

Field Value
DUNS: n/a
Hubzone Owned: N
Socially and Economically Disadvantaged: N
Woman Owned: N
Number of Employees: n/a


  1. ELECTROMAGNETIC GAGE MEASUREMENT OF COUPLING IN JOINTED ROCK

    Amount: $49,988.00

    IN SUPPORT OF EXISTING AND PROPOSED NUCLEAR TESTLIMITATION TREATIES, IT IS INCREASINGLY IMPORTANT THAT IMPROVED METHODS FOR UNDERSTANDING AND PREDICTING THE SEISMIC COUPLING OF NUCLEAR DETONATIONS BE ...

    SBIR Phase I 1991 Defense Advanced Research Projects AgencyDepartment of DefenseDepartment of Defense
  2. EXPERIMENTAL DETERMINATION OF SEISMIC COUPLING IN HARD ROCK

    Amount: $49,942.00

    N/A

    SBIR Phase I 1990 Defense Advanced Research Projects AgencyDepartment of DefenseDepartment of Defense
  3. DIRECTED-ENERGY FRACTURE FOR UNCONVENTIONAL GAS RECOVERY

    Amount: $50,000.00

    MOST EFFORTS TO INCREASE PRODUCTION FROM UNCONVENTIONAL GAS RESOURCES IN THE UNITED STATES REQUIRE SOME FORM OF WELLBOREOR FORMATION FRACTURING TO INCREASE THE FLOW OF GAS TO THE WELLS. BOTH EXPLOSIVE ...

    SBIR Phase I 1988 Department of Energy
  4. ELECTROMAGNETIC GAGE TECHNIQUES FOR HEST MEASURMENTS

    Amount: $49,821.00

    DATA ON THE RESPONSE OF MATERIALS AND STRUCTURES TO NUCLEAR WEAPONS IS CRITICAL TO THE IMPROVED DESIGN OF WEAPONS AND DEFENSE SYSTEMS. MUCH OF THIS DATA IS OBTAINED IN HIGH EXPLOSIVE SIMULATION (HES) ...

    SBIR Phase I 1988 Defense Threat Reduction AgencyDepartment of DefenseDepartment of Defense
  5. ELECTROMAGNETIC GAGE TECHNIQUES FOR DYNAMIC TENSILE FRACTURE

    Amount: $40,000.00

    ELECTROMAGNETIC GAGE TECHNIQUES ARE IDEALLY SUITED TO MEASURING THE DYNAMIC TENSILE FRACTURE OF A BROAD VARIETY OFMATERIALS. AS ELECTROMAGNETIC SENSING ELEMENTS CAN BE CONSTRUCTED OF ANY CONDUCTING MA ...

    SBIR Phase I 1987 National Science Foundation
  6. CONTROLLED FRACTURE TECHNIQUES FOR CONTINUOUS D DRILL AND BLAST

    Amount: $358,000.00

    THE COMMERCIAL APPLICATION OF SMALL CHARGE, CONTINUOUS DRILLAND BLAST AND SYSTEMS HAS NOT BEEN REALIZED PRIMARILY BECAUSE OF THE HAZARDS AND OPERATIONAL PROBLEMS DERIVING FROM THE (ALBEIT SMALLER) EXP ...

    SBIR Phase II 1986 National Science Foundation
  7. PULSED WATER JETS, GENERATED BY CUMULATIVE NOZZLE DEVICES, HAVE A PRESSURE-TIME BEHAVIOR WHICH CAN CAUSE ROCK TO FAIL BY THREE DISTINCT MODES: MECHANICAL CRUSHING, HYDRAULIC EROSION AND LARGE-SCALE PROPAGATION OF FLUID PRESSURIZED CRACKS.

    Amount: $40,000.00

    PULSED WATER JETS, GENERATED BY CUMULATIVE NOZZLE DEVICES, HAVE A PRESSURE-TIME BEHAVIOR WHICH CAN CAUSE ROCK TO FAIL BY THREE DISTINCT MODES: MECHANICAL CRUSHING, HYDRAULIC EROSION AND LARGE-SCALE PR ...

    SBIR Phase I 1984 National Science Foundation
  8. CONTROLLED FRACTURE TECHNIQUES FOR CONTINUOUS D DRILL AND BLAST

    Amount: $34,000.00

    N/A

    SBIR Phase I 1983 National Science Foundation

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