Bridge Hydraulics Practice Flashcards

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This flashcard set covers the fundamental definitions, survey requirements, hydrologic and hydraulic analysis formulas, and protection methods for bridge hydraulics.

Last updated 12:17 AM on 7/28/26
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17 Terms

1
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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

2
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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

3
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When surveying for a new bridge, a minimum of five cross sections should be taken at a distance of __________ meters upstream and downstream.

20

4
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The borehole log for BH-01 (Abutment A) at the DRT-San Jose Bypass Road project indicates an end depth of __________ meters.

40

5
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The most commonly used formula for determining the time of concentration (tct_c) is the __________ Formula.

Kirpich

6
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In the Kirpich formula for $t_c$, the variable HH represents the __________ from the highest to lowest elevation of the river.

difference in elevation

7
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The Rational Formula for discharge is identified as Q=CIA3.6Q = \frac{CIA}{3.6}, where the variable II is the __________.

rainfall intensity

8
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The Rational Formula for hydrologic analysis is used if the catchment area is less than __________ km2km^2.

20

9
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Hydraulic considerations for bridge planning and design involving water levels, velocities, and scour often utilize the software __________.

HEC-RAS

10
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Local pier scour is primarily caused by __________ and wake vortices around a cylindrical element.

horseshoe

11
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The vertical clearance between the Design Flood Level (DFLDFL) and the lowest member of the bridge superstructure must be at least __________ meters for rivers carrying debris.

1.50

12
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For navigable channels, vertical clearance is calculated using the formula HWL+HV+KHWL + HV + K, where KK is a constant allowance of __________ meter(s).

1

13
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The height of the water level in the river under normal conditions is termed the __________ (OWL/NWL).

Ordinary Water Level or Normal Water Level

14
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According to Design Flood Frequencies (Table 3.2.5-1), a National Road bridge requires a Design Flood frequency of __________ years.

50

15
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For both Expressways and National Roads, the Check Flood frequency for hydraulic scour is __________ years.

500

16
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Types of bridge pier protection include loose boulder aprons, articulated blocks, and __________.

gabions and mattresses

17
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Common methods for bridge abutment protection include boulder riprap, gabions, reinforced concrete, and __________ riprap.

grouted