TECHNICAL PAPERS
Jul 15, 2004

New Solutions to Optimum Vertical Curve Problem

Publication: Journal of Surveying Engineering
Volume 130, Issue 3

Abstract

Estimating curve parameters using observed data is of fundamental importance to surveyors. In 1999 Easa converted the L1 estimation of parabolic curve parameters into a linear programming (LP) problem, which enabled a rapid solution by LINDO. However, this approach requires LP formulation and associated software that may not be easily inaccessible to all surveyors, while its efficiency declines when handling the nonlinear global problem with unknown start and end points (x1 and x2) of the curve. Easa sought the global solution by repeating the LP procedure over various combinations of x1 and x2 manually, using a step size of 5 m for each variable. With this approach, one faces a trade-off between labor and accuracy. As an alternative, a convenient spreadsheet method suitable for L1, L2, or “mini-max” optimization is developed here that reduces the labor and formulation involved and requires no LP language. The new approach is further automated by Visual Basic for Applications programming to solve the global problem, allowing a fine step size of 0.1 m to be used. The vast data set generated leads to an accurate 3D picture that reveals the true behavior of the global solution, which cannot be captured when a step size of 5 m is used.

Get full access to this article

View all available purchase options and get full access to this article.

References

Colcord, J. E.(1962). “Vertical curve theory.” J. Surv. Map.,22(4), 589–592.
Easa, S. M.(1999). “Optimum vertical curves for highway profiles.” J. Surv. Eng., 125(3), 147–157.
Ebong, M.(1985). “The least sum adjustment of a geodetic leveling network.” Manuscr. Geod., 10(1), 32–36.
Hu, W. C.(2003). “Efficient least squares coordinate transformation for an arbitrary number of parameters.” J. Surv. Eng., 129(2), 65–72.
Hu, W. C., and Tang, W. H.(2001). “Automated least squares adjustment of triangulation-trilateration figures.” J. Surv. Eng., 127(4), 133–142.
Marshall, J., and Bethel, J.(1996). “Basic concepts of L1 norm minimization for surveying applications.” J. Surv. Eng., 122(4), 168–179.

Information & Authors

Information

Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 130Issue 3August 2004
Pages: 119 - 125

History

Received: Mar 8, 2002
Accepted: Apr 26, 2003
Published online: Jul 15, 2004
Published in print: Aug 2004

Permissions

Request permissions for this article.

Authors

Affiliations

W. C. Hu
Surveying Instructor, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.
Francis Tan
Senior Lecturer, School of Geoinformatics, Planning and Building, Univ. of South Australia, SA 5001, Australia.
Alan Barnes
Senior Lecturer, School of Education (Magill), Univ. of South Australia, SA 5001, Australia.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share