4.0 Highway Design Data - Drainage Recommendations & Design Controls Flashcards

1
Q

It refers to the system of providing ways to remove water from a pavement.

A

Drainage

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2
Q

refers to collection, conveyance, removal and disposal of water running the surface, the water coming as precipitation in the form of rainwater.

A

Good Drainage System

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3
Q

therefore, should be given the same careful consideration as required for pavement and other road facilities.

A

Drainage facilities

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4
Q

It means the drainage of surface water produced by rainfall on a roadway and from areas other than the right-of-way.

A

Surface Drainage

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5
Q

Cross slope requirements vary based on road surface conditions:

A

1.5% or 2.5% for cement concrete or asphalt

3% to 4% Gravel Roads

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6
Q

The recommended minimum longitudinal slope is

A

0.50%

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7
Q

It affects stormwater flow time and drainage inlet efficiency.

A

Longitudinal Slope

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8
Q

What to do if slopes greater than 4%

A

both sides of the side ditch/canal and shoulder should be paved to prevent increased water velocity scouring.

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9
Q

It is placed only if the selected road uses a road style with a curb. These are placed at low points along the road curb, spaced from high points based on the maximum inlet spacing defined on the Pavement Drainage Design Standard.

A

Inlet

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10
Q

The maximum spacing for curb inlet and manhole is

A

20m

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11
Q

Road drainage should be assigned for a ____ Flood Design Capacity, with a check capacity of a ____ flood.

A

15 year Flood Design Capacity, check capacity of a 20 year Flood.

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12
Q

In order to encourage self-cleaning, and minimize sediment build up, pipes should be designed to ensure a minimum flow velocity of ____ at pipe full.

The maximum velocity to be adopted for piped drainage system is ____.

A

minimum velocity is 0.8m/s
maximum velocity is 5m/s

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13
Q

What is the minimum size of pipe to be adopted in order to allow the passage of debris and minimize the risk of blockage.

A

910mm

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14
Q

What is placed at inlet locations at an offset based on the horizontal and longitudinal placement offset defined on the Pavement Drainage Design Standard.

A

Manhole

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15
Q

Level of Service

A
B
C
D
E
F

A

A - Free Flow
B- Reasonably Flow
C- Stable Flow
D- Appproaching Unstable Flow
E- Unstable Flow
F- Forced or Breakdown Flow

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16
Q

It is intended to reduce the groundwater level and to intercept and drain water infiltrating from the adjoining areas and road surface or rising from the subgrade.

A

Subsurface Drainage

17
Q

Whenever practicable the water table should be prevented from rising to within ____ below the bottom of the sub-base.

A

0.60m

18
Q

It is constructed to protect slopes from erosion or stability decline, which is caused by surface water on the cuts, fills, and natural slopes, or by groundwater oozing to the slope surface.

A

Slope drainage

19
Q

It is for the purpose of removing stored water from the backfill of structures and surface runoff on bridges caused by rainfall.

A

Drainage of Structure

20
Q

It is the speed determined for design and correlation of the physical features of a highway that influence vehicle operation. It is the maximum safe speed that can be maintained over a specified section of the highway when conditions are so favorable that the design features of the highway govern.

A

Design Speed

21
Q

It is the operating characteristics of motor vehicles should be considered in analyzing a facility. The major considerations are vehicle types and dimensions, turning radii and off- tracking, resistance to motion, power requirements, acceleration performance, and deceleration performance.

A

Design Traffic