EVALUATING SELECTED SCOUR EQUATIONS FOR BRIDGE PIERS IN COARSE STREAMBEDS IN NEW YORK - PowerPoint PPT Presentation

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EVALUATING SELECTED SCOUR EQUATIONS FOR BRIDGE PIERS IN COARSE STREAMBEDS IN NEW YORK

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Title: EVALUATING SELECTED SCOUR EQUATIONS FOR BRIDGE PIERS IN COARSE STREAMBEDS IN NEW YORK


1
EVALUATING 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
2
Field Conditions
  • Turbulent flow

Armored streambed
3
Scour is the result of work
  • Sf stream force (kg ? m/s2)
  • D84 grain size gt84 of armor layer (mm).

4
Stream 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).

5
Database Statistics
6
Model Calibration
  • Calculated 19 scour depths measured in 1996 (10
    0.0 m)

MEAN ERROR
1996 MEAN ERROR
(m)
7
New York Equation (1972-96)
.
Sf stream force (kg ? m/s2) D84
grain size gt84 of armor layer (mm).
8
Relation of Scour Depth to Stream Force and Bed
Material
9
Sensitivity Analysis
10
FHWA 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.

11
K4 (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 .
,
12
Froehlich Equation
  • ys scour depth ? pier shape
  • g gravity V0 flow
    velocity
  • y0 water depth b pier
    width
  • D50 median grain size.

13
EstimatedScourvsMeasuredScour
14
Summary ofEstimated and Measured Scour
15
New Hampshire Study
Field measurements
16
New Hampshire Study
  • GPR fixed instruments

17
SUMMARY
  • 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
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