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This flashcard set covers the fundamental definitions, survey requirements, hydrologic and hydraulic analysis formulas, and protection methods for bridge hydraulics.
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From a hydraulic perspective, a bridge is part of a stream crossing system that includes the approach roadway across the floodplain and any __________.
openings
For a topographic/hydrographic survey of a new bridge, the limit of the profile is a minimum of 500m or __________ times the width of the channel, whichever is larger.
5
When surveying for a new bridge, a minimum of five cross sections should be taken at a distance of __________ meters upstream and downstream.
20
The borehole log for BH-01 (Abutment A) at the DRT-San Jose Bypass Road project indicates an end depth of __________ meters.
40
The most commonly used formula for determining the time of concentration (tc) is the __________ Formula.
Kirpich
In the Kirpich formula for $t_c$, the variable H represents the __________ from the highest to lowest elevation of the river.
difference in elevation
The Rational Formula for discharge is identified as Q=3.6CIA, where the variable I is the __________.
rainfall intensity
The Rational Formula for hydrologic analysis is used if the catchment area is less than __________ km2.
20
Hydraulic considerations for bridge planning and design involving water levels, velocities, and scour often utilize the software __________.
HEC-RAS
Local pier scour is primarily caused by __________ and wake vortices around a cylindrical element.
horseshoe
The vertical clearance between the Design Flood Level (DFL) and the lowest member of the bridge superstructure must be at least __________ meters for rivers carrying debris.
1.50
For navigable channels, vertical clearance is calculated using the formula HWL+HV+K, where K is a constant allowance of __________ meter(s).
1
The height of the water level in the river under normal conditions is termed the __________ (OWL/NWL).
Ordinary Water Level or Normal Water Level
According to Design Flood Frequencies (Table 3.2.5-1), a National Road bridge requires a Design Flood frequency of __________ years.
50
For both Expressways and National Roads, the Check Flood frequency for hydraulic scour is __________ years.
500
Types of bridge pier protection include loose boulder aprons, articulated blocks, and __________.
gabions and mattresses
Common methods for bridge abutment protection include boulder riprap, gabions, reinforced concrete, and __________ riprap.
grouted