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How to Counter Bridge Scour and Stream Instability


Quiz Questions

1.__________________structures are countermeasures which project into the flow field at an angle or perpendicular to the direction of flow.
Transverse river training
Longitudinal river training
Areal river training
None of the above
2. Portable instruments are more cost effective in monitoring an entire bridge than fixed instruments.
True
False
3.The river environment characteristics that can have a significant effect on countermeasure selection or performance are which of the following?
Bend radius
Flow velocity
Bank condition
All the above
4.Five factors are used to compute a Selection Index (SI) for each countermeasure:
S1: Bed material size and transport
S2: Severity of debris or ice loading
S3: Constructability constraints
S4: Inspection and maintenance requirements
LCC: Life-cycle costs
The Selection Index is calculated as ______________?
SI = (S1 + S2 + S3 + S4)/LCC
SI = (S1 – S2 x S3 x S4)/LCC
SI = (S1 x S2 + S3 x S4)/LCC
SI = (S1 x S2 x S3 x S4)/LCC
5.Mass wasting is the removal of soil particles by the velocity and turbulence of the flowing water.
True
False
6.Which of the following issues should be considered when developing life-cycle cost estimates ____________.?
Haul distance
Site access
Local labor rates
All the above
7.The year-to-year risk (expected loss) of scour failure associated with a bridge installation over water is determined by Equation ______________________. where: Risk ($) = Risk of scour failure (annualized for 1 year given current physical condition) K = Risk adjustment factor based on foundation type and type of span (NBI Item 43), and P = Probability of failure each year (NBI Item 113 or Items 26, 60, 61, and 71)
Risk ($) = KP [(rebuild cost) + (running cost) – time cost)]
Risk ($) = KP [(rebuild cost) + (running cost) x time cost)]
Risk ($) = KP [(rebuild cost) + (running cost) + time cost)]
Risk ($) = KP [(rebuild cost) x (running cost) + time cost)]
8._____________ involves the removal of material from the bed and banks across all or most of the width of a channel.
Contraction Scour
Contraption Scour
Local Scour
None of the above
9.__________ is known as sediment that is transported in a stream by rolling, sliding, or skipping along the bed or very close to it; considered to be within the bed layer (contact load).
Bed load
Bed material
Bedrock
None of the above
10._____________ is a cross-sectional area beneath a bridge that is available for conveyance of water.
Bridge owner
Bridge waterway
Bridge opening
None of the above
11.Bridge owners should make sure that responsible parties identified in the POA understand their roles and responsibilities that they are provided with periodic training on the implementation of selected components of a POA such as bridge closure/opening procedures.
True
False
12.___________ engineering can be a useful and cost-effective tool in controlling bank or channel erosion, while increasing the aesthetics and habitat diversity of the site.
Aerospace
Biotechnical
Mechanical
Civil
13.___________ is an aspect of a stream channel in plan view, with particular reference to the degree of sinuosity, braiding, and anabranching.
Channelization
Channel diversion
Channel pattern
Channel process
14.Foundation strengthening is a modification and it is a Structural countermeasure.
True
False
15.The countermeasure matrix was developed to identify distinctive characteristics for each type of countermeasure. Five categories of countermeasure characteristics were defined to aid in the selection and implementation of countermeasures, which of the following is not a category of countermeasure characteristics?
Functional Applications
Suitable River Environment
Bed rock
Maintenance
16.In selecting a countermeasure, it is necessary to evaluate how the stream might respond to the countermeasure, and also how the stream may respond as the result of other activities upstream and downstream.
True
False
17.Estimating life-cycle costs for pier scour countermeasures requires consideration which of the following major components?
Initial construction materials and delivery costs
Initial construction installation costs associated with labor and equipment
Periodic maintenance during the life of the installation
All the above
18._________ is Vortex-type motion of a fluid flowing contrary to the main current, such as the circular water movement that occurs when the main flow becomes separated from the bank.
Eddy current
Drift
Entrenched stream
None of the above
19._________ is Geosynthetic fabric that serves the same purpose as a granular filter blanket.
Fill slip
Filter
Filter fabric
Flanking
20.Bend radius affects the design of stream instability countermeasures, because some countermeasures will only function properly in long or moderate radius bends.
True
False