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    Incorporating Effect of Roughness Uncertainties into Design of Ice-Covered Channels 

    Source: Journal of Cold Regions Engineering:;2017:;Volume ( 031 ):;issue: 002
    Author(s): Said M. Easa
    Publisher: American Society of Civil Engineers
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    Modeling of Stadia Surveying with Incomplete Intercepts 

    Source: Journal of Surveying Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Said M. Easa
    Publisher: American Society of Civil Engineers
    Abstract: Observation of the half‐ and quarter‐intercepts in stadia surveying is often necessary for long sights, large vertical angles, and situations in which the line of sight is obstructed. Applying the standard stadia formulas ...
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    Discussion of “<i>Estimating Pit‐Excavation Volume Using Cubic Spline Volume Formula</i>” by Chun‐Sung Chen and Hung‐Cheng Lin (May, 1991, Vol. 117, No. 2) 

    Source: Journal of Surveying Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Said M. Easa
    Publisher: American Society of Civil Engineers
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    Simple Numerical Method for Solving Horizontal Circular Curves 

    Source: Journal of Surveying Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author(s): Said M. Easa
    Publisher: American Society of Civil Engineers
    Abstract: When the radius and deflection angle of a horizontal circular curve are given, the other five curve elements can be directly computed. The elements include tangent distance, external distance, middle ordinate, length of ...
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    Discussion of “Solving Circular Curve Using Newton‐Raphson's Method” by Chun‐Sung Chen and Lih‐Shinn Hwang (February, 1992, Vol. 118, No. 1) 

    Source: Journal of Surveying Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author(s): Said M. Easa
    Publisher: American Society of Civil Engineers
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    Area of Irregular Region with Unequal Intervals 

    Source: Journal of Surveying Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): Said M. Easa
    Publisher: American Society of Civil Engineers
    Abstract: Simpson one‐third formula for calculating the area of an irregular region requires that the intervals between measurements be equal. In practice, however, taking measurements at equal intervals may be neither economical, ...
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    Discussion of “<i>Application of Graph Theory to Computer‐Assisted Mapping</i>” by Xiao‐Guang Qi and B. Kent Lall (November, 1989, Vol. 115, No. 4) 

    Source: Journal of Surveying Engineering:;1991:;Volume ( 117 ):;issue: 003
    Author(s): Said M. Easa
    Publisher: American Society of Civil Engineers
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    Pyramid Frustum Formula for Computing Volumes at Roadway Transition Areas 

    Source: Journal of Surveying Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Said M. Easa
    Publisher: American Society of Civil Engineers
    Abstract: Intermediate transition and sidehill cross sections are normally established when the roadway section changes from cut to fill or vice versa. The average-end-area (AEA) and pyramid formulas are employed in practice for ...
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    Smooth Boundary Approximation for Directly Computing Irregular Area 

    Source: Journal of Surveying Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author(s): Said M. Easa
    Publisher: American Society of Civil Engineers
    Abstract: Existing surveying methods of computing the area of an irregular region approximate the boundary between offsets by linear or nonlinear polynomials. Most of these methods have the advantage of providing a formula for ...
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    Analytical Solution of Magnetic Declination Problem 

    Source: Journal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author(s): Said M. Easa
    Publisher: American Society of Civil Engineers
    Abstract: The magnetic declination problem involves the determination of present magnetic bearings (or azimuths) of township surveys for the purpose of retracement, based on original survey data. This paper presents an analytical ...
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