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Last modified
7/14/2009 5:02:31 PM
Creation date
6/1/2009 11:33:59 AM
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UCREFRP
UCREFRP Catalog Number
7910
Author
Bovee, K. D. and R. T. Milhous.
Title
Hydraulic Simulation In Instream Flow Studies
USFW Year
1978.
USFW - Doc Type
Theory And Techniques, Instream Flow Information Paper No. 5.
Copyright Material
NO
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Leveling the Instrument <br />One of the most obvious differences between an engineer's level and <br />a self-leveling level is the procedure used in leveling the instrument. <br />Engineer's levels typically have four leveling screws and a spirit <br />level (a sealed vial partially filled with alcohol). A self-leveling <br />level has three leveling screws and a bull's-eye (circular) spirit level. <br />In leveling the four-screw head, the telescope is turned until it <br />is over-two opposite (diagonally opposed) screws. The bubble is approx- <br />imately centered fin the level vial by turning both leveling screws in <br />opposite directions, at the same speed, with both hands. A simple rule <br />is that the bubble moves in the same direction as the left thumb. Fail- <br />ure to move both screws at the same speed will often leave the leveling <br />head wobbly. The procedure is then repeated with the telescope over the <br />other two leveling screws. It is impractical to attempt to exactly <br />center the bubble on the first try, since it will be thrown off during <br />the cross-leveling. Readjusting each pair of screws about three times <br />is usually enough to complete the leveling process. <br />A self-leveling level has a three-screw head and a bull's-eye <br />spirit level. These levels contain a system of internal prisms which <br />allow a level line of sight even if the instrument itself is not exactly <br />level. For a three-screw head, the telescope is aligned over one screw. <br />The telescope is made level by alternately turning this screw, then the <br />other two simultaneously, until the bubble lines up in the center of the <br />bull's-eye. The telescope need not be rotated in the process. <br />Reading the Level Rod <br />The type of rod used in most instream flow work is the self-reading <br />rod, which is read by the levelman as he sights through the telescope <br />and notes the apparent intersection of the horizontal cross hair with <br />the rod. The two most commonly used rods are the wooden, 13-foot Phila- <br />delphia rod, and the 25-foot telescoping fiberglass rod. For extended <br />use, the Philadelphia type rod does not hold up too well under the <br />rigors of river cross-sectioning. However, the wooden rod floats, which <br />can be a definite advantage if the rodman loses his grip. The fiber- <br />glass rod-does not float, and a few have been lost by dropping them into <br />deep pools. The fiberglass rod is very durable, and the 25-foot length <br />eliminates many problems when large variations in elevations are encoun- <br />tered. Regardless of the type of rod used, a standard convention is <br />used in reading them. <br />The graduations on a stadia rod are accurately-painted alternate <br />black and white spaces 0.01 ft (1 cm if metric) in width. The 0.1 and <br />0.05 ft graduations are emphasized by points or spurs extending the <br />black markings. Tenths are designated by black numerals straddling the <br />proper graduation, whereas whole feet or meters are marked by red <br />numerals. On some rods, small red numerals are placed alongside the <br />-73
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