SWCE PT.1 Flashcards

1
Q
  1. The factor that affects adoption of soil
    and water conservation measures
    a. land tenure
    b. high initial investment cost
    c. construction skills
    d. both a and
    e. all of the above
A

Answer: e. all of the above

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2
Q
  1. A wet area, periodically inundated with standing or
    slow moving water, that has grassy or herbaceous
    vegetation and often little peat accumulation; the
    water may be salt, brackish or fresh
    a. karst
    b. Marsh
    c. Peat
    d. Valley
A

Answer: b. Marsh

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3
Q
  1. Regions that are characterized by formations
    underlain by carbonate rock typified by the
    presence of limestone caverns and sinkholes
    a. Karst
    b. Marsh
    c. Peat
    d. Wetland
A

Answer: a. Karst

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4
Q
  1. Which of the following is not a soil structure?
    a. Loam
    b. Crumb
    c. Platy
    d. Sub-angular blocky
    e. Prismatic
A

Answer: a. Loam

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5
Q
  1. Soil productivity is the ability of the soil
    a. To produce the desired amount of plant yield
    b. Supply nutrients in sufficient and balanced
    amounts
    c. Store and resist leaching nutrients
    d. All of the above
A

Answer: a. To produce the desired amount of plant yield

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6
Q
  1. When a sickly yellowish green color was found,
    the plant was possibly suffering from what
    major element deficiency?
    a. Nitrogen
    b. Boron
    c. Phosphorus
    d. Zinc
    e. Potassium
A

Answer: a. Nitrogen

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7
Q
  1. Refers to the manifestation of physical forces of
    cohesion and adhesion acting within the soil at
    various moisture contents.
    a. Soil consistency
    b. Soil aggregate
    c. Soil cohesion
    d. Soil structure
    e. Soil texture
A

Answer: a. Soil consistency

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8
Q
  1. It has the property of soil which enables clay
    to change slope without cracking when it is
    subjected to deforming stress.
    a. Puddlability
    b. Permeability
    c. Friability
    d. Consistency
    e. Plasticity
A

Answer: e. Plasticity

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9
Q
  1. Refers to the relative proportion of various size
    groups of individual soil grains:
    a. Soil texture
    b. Soil consistency
    c. Soil colloid
    d. Soil profile
    e. Soil structure
A

Answer: a. Soil texture

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10
Q
  1. Water which has been absorbed from an
    atmosphere of water vapor as a result of
    attractive forces in the surface of the particles.
    a. Capillary water
    b. Hygroscopic water
    c. Rainwater
    d. Gravitational water
    e. Mineral water
A

Answer: b. Hygroscopic water

Kinds of Soil Water
Hygroscopic water – water held tightly to the surface of soil particles by adsorption forces
Capillary water – water held by forces of surface tension and continuous film around soil particle and
capillary spaces
Gravitational water – water that moves freely in
response to gravity and drains out of the soil

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11
Q
  1. It is refer to the ease of crumbling of soils.
    a. Plasticity
    b. Soil colloid
    c. Soil consistency
    d. Friability
A

Answer: d. Friability

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12
Q
  1. A natural body composed of a variable mixture of
    broken and weathered minerals and decaying
    organic matter and when containing the proper
    amount of air and water, supplies sustenance
    and gives mechanical support of plants:
    a. Fertilizer
    b. Soil
    c. Humus
    d. Rock
    e. Mineral
A

Answer: b. Soil

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13
Q
  1. The study of soil which puts more emphasis
    on the origin, characteristics, classification
    and description:
    a. Pedology
    b. Pathology
    c. Agronomy
    d. Soil science
A

Answer: a. Pedology

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14
Q
  1. The percentage of moisture on dry weight basis that
    is held against the pull of gravity, after drainage has
    ceased in a soil that has been saturated:
    a. Wilting point
    b. Hygroscopic coefficient
    c. Air dry
    d. Field capacity
    e. Oven dry weight
A

Answer: d. Field capacity

Soil Moisture constants:
1. Saturation Capacity – all pores of the soil are filled
with water - Maximum water-holding capacity
2. Field Capacity (FC) – is the moisture content after
drainage of gravitational water has become very slow and the moisture content has become relatively stable
3. Permanent Wilting Point/Percentage (PWP) – moisture content at which plants can no longer obtain enough moisture to meet transpiration requirement and remain wilted (and eventually dies) unless water is added
4. Moisture equivalent – amount of water retained by a sample of initially saturated soil material
5. Wilting Range – range in soil moisture content which plants undergo progressive degree of permanent or irreversible wilting
6. Available Water – soil moisture between field capacity and permanent wilting
point

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15
Q
  1. The capacity of water bodies to cleanse
    themselves of pollutants over a period of time
    and/or stretch
    a. Stress capacity
    b. Driving capacity
    c. Assimilative capacity
    d. Water holding capacity
A

Answer: c. Assimilative capacity

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16
Q
  1. Are natural drainage areas within the
    boundary defined by the divide
    a. Watershed
    b. Catchment
    c. Basin
    d. All of the above
A

Answer: d. All of the above

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17
Q

The following are watershed descriptors,
except
a. Drainage density
b. Basin shape
c. Relief ratio
d. Stream order
e. Flood routing

A

Answer: e. Flood routing

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18
Q
  1. A watershed descriptor that describes the
    dissection of a basin and determines its
    response to a rainfall input
    a. Drainage density
    b. Circulatory ratio
    c. Relief ratio
    d. Stream order
    e. Stream gradient
A

Answer: a. Drainage density

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19
Q
  1. The area of a drainage basin is approximately
    10000 acre with an average length of 2500m. The
    elevation of the remote place of the basin from the
    outlet stream is 1000m. What is the estimated
    time where the flow reaches the outlet stream.
    a. 0.191
    b. 0.155
    c. 0.595
    d. 0.115
A

Answer: a. 0.191

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20
Q

The ratio of the circumference of a circle, of
the same area as the basin, to the basin
perimeter
a. Circulatory ratio
b. Elongation ratio
c. Relief ratio
d. Circumferential ratio

A

Answer: a. Circulatory ratio

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21
Q

The capacity of rainfall (precipitation) to effect
the detachment and transport of soil particles.
a. Erodibility
b. Erosivity
c. Effectivity
d. Conductivity

A

Answer: b. Erosivity
Soil Erosion –is the detachment and transport of soil particles by natural (i.e. water and wind) or anthropogenic (man-induced or man-related) causes.
Soil Erodibility – the susceptibility of the soil to be
eroded
Rainfall Erosivity – the capacity of rainfall to cause
erosion
Eroding agents – rainfall/raindrop, runoff, wind

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22
Q

Which of the following is not a purpose of
terracing?
a. To reduce soil erosion
b. For water conservation
c. For flood control
d. For soil fertility rejuvenation
e. None of the above

A

Answer: d. For soil fertility rejuvenation

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23
Q

Soil erosion is the _______ of soil particles
by natural or anthropogenic causes.
a. Detachment
b. Detachment and transport
c. Detachment, transport and deposition
d. Detachment and entrainment
e. Detachment, transport and entrainment

A

Answer: b. Detachment and transport

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24
Q

The following are on-site effects of erosion,
except
a. Reduced crop productivity
b. Reduced infiltration
c. Increased of direct runoff
d. Damaged biodiversity
e. None of the above

A

Answer: e. None of the above

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25
The following factors are represented in the USLE except: a. Rainfall erodibility b. Cover management c. Slope length d. Conservation practice e. Relief
Answer: e. Relief
26
The detachment and transport of soil by a concentrated flow of water. a. Sheet erosion b. Rill erosion c. Interill erosion d. Streambank erosion
Answer: b. Rill erosion
27
Cropping systems where strips of some grass or legume crop are laid out between strips of crops in the regular rotations; they may be even or irregular in width; they may be placed on critical slope areas of the field a. Buffer strip b. Contour strip c. Field strip d. Random strip
Answer: a. Buffer strip
28
It is an organic or synthetic permeable cloth-like material used for soil conservation and erosion prevention a. Geotextile b. Geosynthetics c. Geomesh d. Both a and b e. All of the above
Answer: e. All of the above
29
On a 10% hill slope, it is proposed to construct bench terraces of vertical cuts. . If the vertical interval is 2 meters, what is the width of the terrace? a. 10 m b. 8 m c. 20 m d. 16 m
Answer: c. 20 m
30
Which is a correct description of a soil erosion plot used to experimentally measure soil erosion? a. Vegetated b. 9% slope c. 20 m long d. 7.26 ft high
Answer: b. 9% slope Methods of Soil Erosion Measurement: Soil erosion plots (standard conditions: bare fallow, 9% slope, 72.6 ft. length)
31
It is the process by which land is left idle or uncropped for one or more seasons to accumulate moisture, destroy weeds and allow decomposition of crop residues. a. Ratooning b. Fallowing c. Idling d. Mulching
Answer: b. Fallowing
32
A type of terrace usually used for 25-30% slope characterized by the construction of series of platforms along the contours cut into hill slope in a step like formation a. Bench terrace b. Broad-based terrace c. Zingg terrave d. Manning’s terrace
Answer: a. Bench terrace
33
How does a gully develop? 1. stabilization stage 2. channel erosion by downward scour of the topsoil 3. healing stage 4. upward movement of gully head and enlargement of the gully width a. ii, iv, i, iii b. iv, ii, iii, i c. ii, iii, iv, i d. ii, iv, iii, i
Answer: d. ii, iv, iii, i
34
The USLE is a method of computing soil erosion. What type of soil erosion does it estimate? a. Sheet erosion only b. Sheet, rill and gully erosion c. Sheet and rill erosion only d. All types of erosion
Answer: a. Sheet erosion only
35
What is the Kinetic Energy per unit area of a rainfall with depth of 0.18 in & intensity of 1.35 in/hr? a. 12.5 b. 15.2 c. 17.2 d. 173
Answer: d. 173
36
If the total kinetic energy of a given rainfall event is 7500 ft-ton/acre and the highest I30 is 10 in/hr, what is the Rainfal erosivity index of the rainfall event? a. 0.143 b. 0.562 c. 14.3 d. 750 e. 75000
Answer: a. 0.143
37
A sandy loam soil (Sand = 65%, silt=26%, clay = 9%) has a pH of 5.6 and organic matter content of 4.8%. Determine the soil erodibility factor K. a. 0.125 b. 0.235 c. 0.275 d. 1.25
Answer: b. 0.235
38
The soil erosion in a certain 10-ha farm practicing conventional tillage (P factor = 1.0) was computed to be 50 T/ha/yr. By what percentage will be the difference in soil erosion if zoning (P factor = 0.25) was employed? a. 25% increase b. 75% increase c. 25% decrease d. 75% decrease
Answer: d. 75% decrease
39
On a 20% hill slope, it is proposed to construct bench terraces with 1:1 batter slope. If the vertical interval is 2 meters, what is the width of the terrace? a. 10 m b. 8 m c. 20 m d. 12 m
Answer: a. 10 m
40
These types of soil should not be used in dam construction, except: a. Organic material b. Non-cracking clays c. Fine silts d. Calcitic clays
Answer: b. Non-cracking clays
41
The wetting or drying of a soil to assist compaction a. Water treatment b. Water logging c. Moisture conditioning d. Puddling
Answer: c. Moisture conditioning
42
Rainfall erosivity, R, obtained by ______ the kinetic energy by the _____ rainfall intensity during the a period of ____ for each rainstorm. a. Multiplying, average, 15 minutes b. Dividing, maximum, 30 minutes c. Multiplying, maximum, 30 minutes d. Dividing, minimum, 15 minutes
Answer: c. Multiplying, maximum, 30 minutes
43
The slope length in RUSLE is defined as a. A distance from the origin of overland flow to where the flow enters a concentrated flow area b. Distance from the origin of overland flow to where deposition starts to occur c. Distance to which transport capacity is lower than sediment load d. Distance to which transport capacity is higher than sediment load
Answer: a. Distance from the origin of overland flow to where the flow enters a concentrated flow area
44
Are rough bundle of brushwood or other material used for strengthening an earthen structure a. Wattles b. Gabions c. Fascines d. stakes
Answer: c. Fascines
45
A patented mean for erosion protection in the form of wire baskets or mattresses selectively filled in situ with rock a. Revetment b. Abutment c. Geotextile d. Gabion e. wattles
Answer: d. Gabion
46
Water held in the soil between field capacity and permanent wilting point a. Available water content b. Soil water deficit c. Excess water d. Retained water
Answer: a. Available water content
47
The government agency that issues ‘Water Permits’ for extraction and use of natural water resources a. LGU b. NWRB c. DENR d. DA e. NIA
Answer: b. NWRB
48
This is the top of an embankment a. Berm b. Crest c. Dike d. Freeboard
Answer: b. Crest
49
Sediment near the stream bottom which moves by crawling or sliding a. Suspended load b. Bed load c. Saltation load d. None of the abov
Answer: b. Bed load Bed Load – sediment near or few inches from the stream bed and move by crawling or sliding Suspended Load – sediment or soil particle suspended in the water body -sediment that is in motion in a river Saltation – sediment transported by “saltation” or “jumping”
50
When is the best/recommended time to sample sediment load in the stream? a. Intermittent flow b. Base flow c. Peak flow d. Perennial flow
Answer: c. Peak flow
51
Method of sediment sampling where a representative sample is taken from several samples (likewise, taken from the different locations) in the channel or reservoir a. Composite sample b. Point-integrated sample c. Depth-integrated sample d. Location-integrated sample
Answer: a. Composite sample
52
Method of sediment sampling where a representative sample is taken by lowering and raising the sampling container within the height of the channel or reservoir a. Composite sample b. Point-integrated sample c. Depth-integrated sample d. Location-integrated sample
Answer: c. Depth-integrated sample
53
Temporal distribution of rainfall refers to a. Distribution over space b. Distribution over watershed c. Distribution over time d. Temporary distribution
Answer: c. Distribution over time
54
Which of the sediment sampling methods could be done at the same time 1.Composite sampling 2.Point-integrated sampling 3.Depth-integrated sampling a. 1 and 2 b. 1 and 3 c. 2 and 3 d. 1, 2, and 3 e. None
Answer: a & b
55
A reservoir has a capacity of 6x106 m3 and a drainage area of 200 km2. Streamflow averages 350mm of runoff per year and sediment production is estimated at 1100 metric tons per km2. How long will it take to reduce the reservoir capacity to 1 x 106 m3. Assuming an average inplace density of 1500 kg/m3. a. 41.5 years b. 40 years c. 47 years d. 60 years
Answer: a. 41.5 years
56
It is the water retained around individual soil particles by molecular action and can be removed only by heating. a. Permanent wilting point b. Hygroscopic water c. Hydrophobic water d. Microscopic water
Answer: c. Hygroscopic water
57
It is the right of each land owner along the stream which entitles him/her to have the water flow in its natural channel undermined in quantity and unpolluted in quality. a. Appropriation right b. Riparian right c. Water right d. Irrigation right
Answer: b. Riparian right
58
The process of determining the stage height, storage volume and outflow rate from a reservoir or a stream reach for a particular inflow hydrograph is called a. Synthetic hydrograph b. Flood routing c. Channel straightening d. Water conservation
Answer: b. Flood routing
59
It is safety valve of a dam. Its main function is to release surplus or flush flood water which cannot be contained in the active storage of the reservoir a. Free board b. Spill way c. Sluiceway d. Flume
Answer: c. Sluiceway
60
Its purpose is to prevent erosion at the toe of the dam which might result to failure to structure. As water discharges over an overflow dam most of its potential energy are converted into kinetic energy thus producing high velocities and causes erosion at toe of the structure a. Apron b. Flume c. Weir d. Spillway
Answer: a. Apron
61
The moisture content of the soil when the gravitational water has been removed a. Available water b. Field capacity c. Permanent wilting point d. Readily available moisture
Answer: b. Field capacity
62
The part of the reservoir (i.e. dam) designed to store sediments a. Active storage b. Useful storage c. Dead storage d. Freeboard e. Intake
Answer: c. Dead storage
63
One liter per second is equal to a. 16.85 gpm b. 15.5 gpm c. 15.85 gpm d. 17.35 gpm
Answer: c. 15.85 gpm
64
For a watershed of 360 hectares, the peak runoff rate for a 0.5 cm/hr rain intensity (at the time of concentration) was observed at 2.5 m3/s. What is the run-off coefficient? a. 0.5 b. 5.0 c. 0.005 d. 0.05
Answer: a. 0.5
65
A reservoir, with water surface area averaging 6 km2 , reads 100 m in its monitoring gauge. The reservoir is being replenished by a 5000-ha watershed wherein 85% of the total rainfall that falls in the watershed reaches the reservoir. What rainfall depth is needed to raise the water level of the reservoir by 4 meters? a. 655 mm b. 556 mm c. 565 mm d. 665 mm e. 656 mm
Answer: c. 565 mm
66
Four liters per second is equal to a. 14.4 m3 /hr b. 63.41 gpm c. Both a and b d. Neither a nor b
Answer: c. both a and b
67
A crop sown with another crop and harvested separately is called a. Cover crop b. Relay crop c. Inter-tilled Crop d. Companion crop
Answer: d. companion crop
68
A channel having steep slope a. Flume b. Chute c. Main canal d. Checkgate e. Lateral canal
Answer: b. Chute
69
The distance between adjacent terraces a. Horizontal distance b. Vertical distance c. Horizontal interval d. Vertical interval
Answer: d. Vertical interval
70
Is the elevation or vertical distance of the free water surface above a datum a. Stage b. Depth of flow c. Channel depth d. Hydraulic depth e. Both a and b
Answer: a. Stage
71
The following measures accelerates channel flow, except, a. Channel deepening b. Channel straightening c. Levees d. Channel widening e. Vegetative control
Answer: e. Vegetative control
72
Involves the arrangement of compost mix in long, narrow piles that are periodically turned to maintain aerobic conditions a. Windrow b. Conical c. Granular d. Silo-type e. None of the above
Answer: a. Windrow
73
Which is a natural or vegetative soil conservation technology a. Terracing b. Mulching c. Wattling d. Brush dam e. Detention structures
Answer: b. Mulching
74
These are characteristics of contour maps, except: a. All points on the same contour have the same elevation b. Regardless of slopes, the contour lines are spaced uniformly. c. A single contour cannot lie between two contour lines or higher elevation. d. Every contour closes upon itself either within or outside the limits of the map. e. A contour never splits.
Answer: b. Regardless of slopes, the contour lines are spaced uniformly.
75
Determine the Kinetic energy per unit area, MJ/ha, if a rainfall event occurring within 10 min has an intensity of 60 mm/hr. a. 1.75 b. 2.74 c. 3.75 d. 4.75 e. 5.05
Answer: b. 2.74
76
Given a total Kinetic energy of 3000 KJ/ha and rainfall intensity (highest for any 30 mins) of 25 mm/hr, determine the rainfall erossivity (N/hr). a. 5.25 b. 6.50 c. 7.50 d. 7.75 e. 100.50
Answer: c. 7.50
77
A stormwater management facility that temporarily impounds runoff and discharges it through a hydraulic outlet structure to a downstream conveyance system. a. Detention basin b. Bioretention basin c. Catch basin d. Bioremediation basin
Answer: a. Detention basin
78
Type of sediment load along the stream characterized as sediments that are sometimes stationary and sometimes carried by the water along the stream. a. Saltating load b. Temporary load c. Bed load d. Suspended load
Answer: a. Saltating load
79
A small water impounding reservoir with a capacity of 1,500 cu. m. was constructed on a catchment area of 100 hectares. If the annual sediment prediction is 4.26 m3/ha, what is the probable life of the reservoir before its capacity is reduced to 500 cu. m? Assume trap efficiency of dam of 31% a. 5.4 years b. 13.6 years c. 26.3 years d. 7.6 years
Answer: d. 7.6 years Yearly Fillage (m3/yr) = Trap Efficiency × total amount of sediment production (m3/yr) Time of Fillage (yrs) = capacity (m3)/yearly fillage (m3/yr)
80
Side of embankment wetted by the impounded water a. Wetted perimeter b. Upstream face c. Downstream face d. Berm e. crest
Answer: b. Upstream face
81
For STW with design discharge of more or less 7.6 Lps and service area of greater than 2 ha, recommended well/pipe diameter is a. 2 b. 3 c. 2 or 3 d. 3 or 4 e. 4
Answer: d. 3 or 4
82
The following are Gabion Dam construction considerations, except, a. Stones should be non-disintegrating and resistant to abrasion and weathering b. Correct lacing should be done if there are more than one layer of boxes. c. The space behind the dam and wing walls shall be filled with soil. d. Shall not be constructed on points where there is mass movement of soil block e. The height of a wing wall is equal to the depth of the spillway
Answer: d. Shall not be constructed on points where there is mass movement of soil block
83
Rise in maximum flood level from the original unobstructed flood level which results due to obstruction such as check or diversion dam a. Afflux elevator b. Reflux elevator c. Rated elevator d. Freeboard e. stage
Answer: a. Afflux elevator
84
The type of diversion dam which has a high discharge efficiency and adaptable to most sites under normal condition a. Corewall b. Gated c. Glacis d. Ogee e. Vertical drop
Answer: d. Ogee
85
A small barrier across the direction of water flow on shallow river and streams to convey runoff during peak flow. a. Rockfill dam b. Diversion dam c. Check dam d. Detention dam e. Any of the above
Answer: c. check dam
86
Distance from irrigation area to the community of concern that is sensitive to contamination (e.g. when re-using wastewater) a. Safe zone b. Buffer zone c. Setback distance d. Allowable distance e. Precautionary distance
Answer: c. seatback distance
87
A plot of flow/runoff versus its probability of occurrence a. Hydrograph b. Histogram c. Rating Curve d. Flow duration curve
Answer: d. Flow duration curve
88
These are natural and vegetative soil conservation technologies, except a. Dibble Planting b. Alley planting c. Strip planting d. Wattling e. mulching
Answer: d. Wattling