Title: EVALUATING SELECTED SCOUR EQUATIONS FOR BRIDGE PIERS IN COARSE STREAMBEDS IN NEW YORK
1EVALUATING SELECTED SCOUR EQUATIONS FOR BRIDGE
PIERS IN COARSE STREAMBEDS IN NEW YORK
by
- L.J. Welch, Jr. and G.K. Butch
In cooperation with New York State Department of
Transportation
2Field Conditions
Armored streambed
3Scour is the result of work
- Sf stream force (kg ? m/s2)
- D84 grain size gt84 of armor layer (mm).
4Stream Force
- Sf stream force (kg ? m/s2)
- ? water density (103 kg/m3)
- y1 water depth (m)
- w flow width (1 m)
- V0 flow velocity (m/s).
5Database Statistics
6Model Calibration
- Calculated 19 scour depths measured in 1996 (10
0.0 m)
MEAN ERROR
1996 MEAN ERROR
(m)
7New York Equation (1972-96)
.
Sf stream force (kg ? m/s2) D84
grain size gt84 of armor layer (mm).
8Relation of Scour Depth to Stream Force and Bed
Material
9Sensitivity Analysis
10FHWA Equation
,
- ys scour depth K1 pier-nose shape
- a pier width K2 pier shape flow
alignment - y1 water depth K3 streambed
condition - Fr1 Froude number K4 armoring by
bed-material size. -
11K4 (modified by Mueller)
If D50 gt 2 mm and D95 gt 20 mm and f(V) gt 0,
otherwise K4 1 D50 median grain size
D95 grain size gt95 percent of armor
layer V0 approach flow velocity V /cD50
approach velocity corresponding to critical
velocity at pier for D50 V /cD95 approach
velocity corresponding to critical velocity at
pier for D95 V cD50 critical velocity for
incipient motion for D50 .
,
12Froehlich Equation
- ys scour depth ? pier shape
- g gravity V0 flow
velocity - y0 water depth b pier
width - D50 median grain size.
13EstimatedScourvsMeasuredScour
14Summary ofEstimated and Measured Scour
15New Hampshire Study
Field measurements
16New Hampshire Study
17SUMMARY
- New York equation - scour a function of stream
force and bed material - derived from field
measurements - alternative for coarse
streambeds - estimates associated with specific
peak discharges - Mueller modified-K4 and Froehlich equations -
less error than FHWA equation in New York study