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    Hourly Variability of Density at Radiosonde Heights 

    Source: Journal of Applied Meteorology:;1964:;volume( 003 ):;issue: 002:;page 175
    Author(s): Nee, Paul F.
    Publisher: American Meteorological Society
    Abstract: Estimates of the root mean square change in density at 1, 7, 12, 18, and 25 km are presented for lags of one through 24 hours. The lag variability at all of the heights considered increased with an increase in time. The ...
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    The Pentagon Building Performance Study 

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 003
    Author(s): Paul F. Mlakar
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>On Minimum Reinforcement in Concrete Structures</i>” by Franco Levi (December, 1985, Vol. 111, No. 12) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): Paul F. Rice
    Publisher: American Society of Civil Engineers
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    Mesoscale Temperature Variability Below 60,000 Feet 

    Source: Journal of Applied Meteorology:;1966:;volume( 005 ):;issue: 006:;page 847
    Author(s): Nee, Paul F.
    Publisher: American Meteorological Society
    Abstract: Temperature measurements within 200 mi of the airport, and for altitudes up to 60,000 ft, will be necessary for calculating the fuel requirements of supersonic transports. In order to determine an adequate time and space ...
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    Wave-Based Modeling and Control of Flexible Structures 

    Source: Journal of Dynamic Systems, Measurement, and Control:;2019:;volume( 141 ):;issue: 003:;page 31010
    Author(s): Curran, Paul F.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The relatively new concept of wave-based control is extended to general, finite-dimensional, linear, time-invariant systems, with or without damping. The new models offer an explanation for how systems of springs and masses ...
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    Short‐Term Solute Fluctuations in Ground Water: Modeling Implications 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 007
    Author(s): Paul F. Hudak
    Publisher: American Society of Civil Engineers
    Abstract: As a preliminary phase in a predictive mass‐transport modeling study, ground‐water samples were collected from an unconfined, landfill‐contaminated aquifer over a five‐month time period. The dilution effect of recharge ...
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    Ice Jam Mitigation Using Setback Dykes: Coldwater River at Merritt, B.C. 

    Source: Journal of Cold Regions Engineering:;1996:;Volume ( 010 ):;issue: 004
    Author(s): Spyros Beltaos; Paul F. Doyle
    Publisher: American Society of Civil Engineers
    Abstract: Merritt, B.C. has a history of suffering damages from ice-jam and open-water floods. The most damaging flood on record happened in the city in 1991 due to an ice jam on the Coldwater River. A numerical ice-jam model is ...
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    Solving Flow-Constrained Networks: Inverse Problem 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Tom Altman; Paul F. Boulos
    Publisher: American Society of Civil Engineers
    Abstract: Necessary and sufficient conditions for solving flow-constrained networks are developed. These conditions are predicated on the interrelation between the decision variables specified and the network-flow hydraulics. They ...
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    Impact of Severe Temperature Distortion on Turbine Efficiency 

    Source: Journal of Turbomachinery:;2013:;volume( 135 ):;issue: 001:;page 11018
    Author(s): Beard, Paul F.; Smith, Andy; Povey, Thomas
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents an experimental and computational study of the effect of severe inlet temperature distortion (hot streaks) on the efficiency of the MT1 HP turbine, which is a highlyloaded unshrouded transonic design. ...
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    Explicit Calculation of Pipe‐Network Parameters 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 011
    Author(s): Paul F. Boulos; Don J. Wood
    Publisher: American Society of Civil Engineers
    Abstract: An explicit algorithm is presented for directly determining a variety of design, operating, and calibration parameters for pipe networks. The problem solution is based on the reformulation of the steady‐state network ...
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