Soil and Water Conservation Engineering Flashcards

Tambong - Part 2

1
Q

Slope of the upstream face of the embankment.

A

Inside slope

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2
Q

Inside bottom or sill of the conduit.

A

Invert

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3
Q

Closed conduit designed to convey canal water in full and under pressure running condition, to convey canal water by gravity under roadways, railways, drainage channels and local depressions.

A

Inverted siphon

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4
Q

__________ water requirement is the amount of water required in lowland rice production which includes water losses through evaporation, seepage, percolation and land soaking.

A

Land preparation

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5
Q

_________ water requirement is the amount of water required in lowland rice production which is a function of the initial soil moisture and the physical properties of the soil.

A

Land soaking

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6
Q

Spacing between irrigation laterals.

A

Lateral spacing

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7
Q

Deep percolation of water beyond the root zone of plants, resulting in loss of salts or nutrients.

A

Leaching

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8
Q

Canal with impermeable material (usually concrete) for channel stabilization and/or reduced seepage.

A

Lined canal

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9
Q

Allowable pollutant-loading limit per unit of time, which the wastewater generator is permitted to discharge into any receiving body of water or land.

A

Loading limit

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10
Q

Portion of the pipe network between the mainline and the laterals.

A

Manifold

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11
Q

Spillway which is not excavated such as natural draw, saddle or drainage way.

A

Natural spillway

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12
Q

Constant flow depth along a longitudinal section of a channel under a uniform flow condition.

A

Normal depth

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13
Q

Maximum elevation of the water surface which can be attained by the spillway-type dam or reservoir without flow in the spillway.

A

Normal storage

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14
Q

Maximum elevation of the water surface which can be attained in an open channel without reaching the freeboard.

A

Design depth

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15
Q

In what condition is the open channel freeboard used for water conveyance?

A

Inundation

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16
Q

The primary purpose in limiting water flow not to go below minimum velocity.

A

Avoid sedimentation

17
Q

Open channel flow is water flow that is conveyed in such a manner that top surface is exposed to the atmosphere such as flow in canals, ditches, drainage channels, culverts, and pipes under _____ flow conditions.

A

Partially full

18
Q

Part of the system that impounds the runoff.

A

Reservoir

19
Q

Slope at the downstream face of the embankment.

A

Outside slope

20
Q

Ratio between reference evapotranspiration and water loss by evaporation from an open water surface of a pan.

A

Pan coefficient

21
Q

Rate of water loss by evaporation from an open water surface of a pan.

A

Pan evaporation

22
Q

Vertical flow of water below the root zone which is affected by soil structure, texture, bulk density, mineralogy, organic matter content, salt type and concentration.

A

Percolation

23
Q

Vertical flow of water to carry salts contained in water.

A

Leaching

24
Q

Method to determine the rate of flow under laminar flow conditions through a unit cross sectional area of soil under unit hydraulic gradient.

A

Permeability test

25
Q

The process by which the soil is removed from its natural place.

A

Soil erosion

26
Q

A kind of terrace which consists of a series of flattened areas.

A

Bench terrace

27
Q

The practice where legumes are plowed or incorporated into the soil.

A

Green manuring

28
Q

Farming practice where plowing and harrowing are done along the contour.

A

Contouring

29
Q

The simplest method of determining soil erosion over a period of time.

A

Pin method

30
Q

Advanced form of erosion.

A

Gully erosion

31
Q

Dam which resists water flow of water by its weight.

A

Gravity dam

32
Q

Dam consisting of stones enclosed in cyclone wires which allows water passage.

A

Gabion dam

33
Q

Material used to cover the soil to minimize evapotranspiration.

A

Mulch

34
Q

Geological formation shaped by the dissolution of a layer or layers of soluble bedrock, usually carbonate rocks such as limestone or dolomite.

A

Karst topography

35
Q

Scientific name of carabao grass commonly used in vegetated open channels.

A

Paspalum conjugatum

36
Q

Philippine geographical constant for determining terrace vertical interval.

A

A. 0.5

37
Q

Constant for soil erodibility and cover conditions for erodible soil and poor cover.

A

1

38
Q

Estimate the peak runoff rate from a 20-hectare drainage basin if rainfall depth for 6 hours reached 60 mm. Use typical runoff coefficient of 0.35.

A

I = 60 mm/6 hrs = 10 mm/hr
q = 0.0028 CIA = 0.0028 (0.35)(10 mm/hr)(20 has) = 0.2 cms

39
Q

Estimate the runoff volume from a 20-hectare drainage basin if rainfall depth for 6 hours reached 60 mm and duration of runoff is about 3 hours. Use typical runoff coefficient of 0.35.

A

I = 60 mm/6 hrs = 10 mm/hr q = 0.0028
CIA = 0.0028 (0.35)(10 mm/hr)(20 has) = 0.2 cms
Q = 0.5qT = 0.5 (0.2 cms) (3 hrs) (3600 s/hr) = 1,080 cms