PART 2: FARM IRRIGATION ANG DRAINAGE Flashcards

1
Q

used in the irrigation of row crops with furrows developed between the crop rows in planting and cultivating processes.

A

furrow irrigation

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2
Q

higher lps, greater furrow width

A

stream size

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3
Q

commonly used for irrigating non-cultivated, close-growing crops, or in conjunction with border irrigation

A

corrugation

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4
Q

makes use of parallel ridges to guide a sheet of flowing water as it moves down the slope

A

border irrigation

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5
Q

simplest and most widely used by all surface irrigation methods

A

basin irrigation

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6
Q

uncontrolled application of water

A

flooding

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7
Q

useful in soils having a low-holding capacity and high infiltration rate where surface method cannot be used and sprinkle irrigation is expensive

A

subsurface irrigation

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8
Q

can’t be applied in saline soil or or soil with high accumulation of salts

A

perforated pipes

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9
Q

remains at fixed position while irrigating, and in continuous-move systems

A

sprinkler irrigation

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10
Q

consists of an extensive network of pipes usually of small diameter that filtered water directly to the soil near the plant

A

trickle/drip irrigation

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11
Q

outlet device in pipe

A

emitter

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12
Q

located at water source (reservoir) consist of flow-control valve, measuring devices, pressure control and filters

A

controlled head

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13
Q

recommended operating pressure and nozzle diameter

A

up to 1/8 in.; 40 psi

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14
Q

graphical picture of how rapidly water moves from the inlet end to the downstream of the field

A

advance curve

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15
Q

it is a plot of how the furrows drains after application has been cutoff

A

recession curve

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16
Q

the process intermittently applying water in the surface irrigation

A

surge flow irrigation

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17
Q

deliver water at low flow rates through various types of water applicators by a distribution system located on the soil surface, beneath the surface, or suspended above the ground

A

microirrigation systems

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18
Q

water is applied slowly through small emitter openings to the soil surface

A

surface trickle

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19
Q

water is sprayed over the soil surface to relatively low pressure

A

spray

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20
Q

a small stream of water is applied to flood the soil surface in localized areas

A

bubbler

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21
Q

water is applied through small emitter openings below the soil surface

A

subsurface trickle

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22
Q

consists of water applicators designed directly into or attached to lateral lines that are laid on the soil surface

A

surface trickle

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23
Q

system components

A

pump station
filtration and chemical injection
main pipelines; manifold pipes
laterals
water applicators

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24
Q

designed to dissipate pressure while discharging small uniform flows of water at constant rate

A

emitters

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25
Q

have a long capillary-size tube or channel to dissipate pressure

A

long-path emitters

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26
Q

rely on an individual opening or a series of orifices

A

orifice emitters

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27
Q

rely on vortex principle

A

vortex emitters

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28
Q

line-source tubing common wall thickness

A

0.008-0.010

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29
Q

constructed of porous material with pores of capillary size that ooze water when under pressure

A

porous-wall tubing

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30
Q

has orifices punched through the hose wall or emitters fabricated or inserted at fixed intervals along the hose

A

single-chamber tubing

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31
Q

permit the passage of relatively large particles while operating

A

continuous-flushing flow emitters

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32
Q

discharge water at a constant rate over a wide range of pressure

A

compensating emitters

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33
Q

consists of fine gravel and sand of selected sizes placed in graded layers inside a cylindrical tank

A

media filters

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34
Q

used to remove fine sands or small amount of algae; used where the water is expected to be clean

A

screen filters

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35
Q

___ and ____ created by bacteria can cause severe clogging

A

algae, slime

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36
Q

require setting the desired volume of water to be applied

A

volumetric valves

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37
Q

an important part of starting up the systems after installation and maintaining performance

A

flushing

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38
Q

the percent of the area wetted compared to the entire crop area

A

wetted area

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39
Q

two important components of irrigation requirements

A

peak irrigation WR
seasonal total IR

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40
Q

It represents the irrigation amount required to meet the maximum crop evapotranspiration rate over time period of one to several days

A

peak irrigation water req

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41
Q

is restricted by water rights or other legal limitations

A

seasonal total irrigation req

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42
Q

originates from precipitation on the landscape moving down slope to streams and rivers

A

surface water

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43
Q

precipitation that infiltrates and percolates down through the soil profile

A

groundwater

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44
Q

zone of saturation in substratum capable of yielding enough water to satisfy a particular demand

A

aquifer

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45
Q

it recognizes the right of an owner to make reasonable use of the stream’s flow on the riparian land; owners may use their equitable share of the flow

A

riparian doctrine

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46
Q

it is based upon the priority of development and use; acquired by filing a claim in accordance with state laws

A

doctrine of prior appropriation

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47
Q

water contaminants from animal and human wastes

A

biological

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48
Q

geologically, the loose and discontinuous layers of decayed rock debris overlying solid bedrock which is potential storage medium for water

A

regolith

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49
Q

the uppermost part of the regolith where chemical and physical weathering are the most active

A

soil

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50
Q

the boundary between the unsaturated and the saturated zones

A

water table

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51
Q

groundwater confined under pressure between two impervious layers and may create an artisan condition

A

confined aquifer

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52
Q

holes drilled or dug downward from the soil surface into an aquifer

A

well

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53
Q

the vertical distance from the static water table to the water level at the well

A

drawdown

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54
Q

the horizontal dance from the well to where the water table is not noticeably lowered by drawdown

A

radius of influence

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55
Q

alternately lifts and drops a heavy chisel-shaped steel bit

A

drilling rig

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56
Q

is fastened to pipe that is rotated by a machine

A

steel bit

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57
Q

pump is turned on and off to allow water to surge back into the well thereby drawing fine materials into the well to be removed by pumping during a repeat of the surge

A

surging

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58
Q

allows for complete flexibility on the frequency, and duration of water delivery

A

demand schedule

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59
Q

requires the user to request the rate and duartion of water delivery in advance

A

arranged schedule

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60
Q

all flow entering the small canal is delivered to only one field

A

rotation schedule

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61
Q

mechanical devices for transferring fluids from one place to another

A

pumps

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62
Q

discharge the same volume of water regardless of the head against which they operate

A

positive displacement pumps

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63
Q

has inverse relationship between the discharge rate and the pressure head

A

variable displacement pumps

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64
Q

described as having a to-and-fro motion

A

reciprocating
- lift pump
- force pump

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65
Q

used primarily as source of fluid power in hydraulic systems

A

rotary

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66
Q

most commonly used type of VDP for irrigation

centrifugal force acts on a body mpving in a cicular path, trending to force it further away from the axis of rotation

A

centrifugal pumps

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67
Q

has casing made in the form of a spiral or volute curve; was proportioned to change velocity head into pressure head

A

volute cp

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68
Q

the impeller is surrounded by diffuser vanes

A

diffuser or turbine cp

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69
Q

used an impeller which is suspended vertically on a drive shaft within a long discharge pipe

A

deep well turbine pumps

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70
Q

type of pumps close-coupled with a smaller diameter electric motor and operated under submerged conditions

A

submersible pump

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71
Q

are used for low head-high discharge operation; can give high eff compared to CP at heads less than a meter

A

propeller and mixed flow pumps

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72
Q

as used in irrigation consists of a combination of CP a a jet mechanism or ejector

A

jet pumps

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73
Q

is the process of removing air in the suction line of the water pump, done by filling the suction line with liquid which replaces the air in the suction line

A

priming

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74
Q

the quantity of water produced and operating conditions of pumps govern the selection

A

type of pump

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75
Q

the source of available energy for use influences the selection

A

power

76
Q

determines the types of impeller

A

water quality

77
Q

characteristic curve and pump performance characteristic curves

A

the system

78
Q

is a phenomenon in which water boils due to the reduction in water pressuere

A

cavitation

79
Q

removal of excess water and salts in the area

A

drainage

80
Q

soil drains naturally; rate of drainage depends on soil characteristics to the condition of the outlet

A

natural subsurface drainage

81
Q

pipe system installed in subsurface

A

closed gravity drainage

82
Q

used to collect seepage from canal, reservoir and other manmade facilities

A

interceptor

83
Q

consist of parallel lateral drains

A

relief drainage

84
Q

consist of the combination of deep lateral D to a series of shallow unlined mole drains

A

relief mole drainage

85
Q

bullet-shaped object

A

moles

86
Q

both clay and concrete

A

clay-tile

87
Q

standard quality, extra and special quality

A

concrete tile

88
Q

polyvinyl chloride (PVC) and polyethylene

A

plastic tubing

89
Q

makes use of steady state condition

A

hooghoudt’s equation

90
Q

the application of water tp soil for the purpose of supplying the moisture essential to plant growth

A

irrigation

91
Q

the ration of the volume of voids to the total volume occupied by soil, water, and air

A

porosity

92
Q

the percentage of volume of the soil not occupied by soil particles but occupied by water and air

A

pore space

93
Q

ratio of wt of water to the dry wt of soil

A

MC on a dry wt. basis

94
Q

ratio of dry wt of soil to the total soil volume

A

bulk density

95
Q

ratio of dry wt of soil to the volume of soil particles

A

particle density

96
Q

the ration of the weight of a single soil particles to the weight of a volume of water equal to the volume of the particle of soil

A

real specific gravity

97
Q

the ratio of weight of a giver volume of dry soil, air space, to the weight of an equal volume of water

A

apparent specific gravity

98
Q

equivalent depth of water in the soil at a given condition

A

DOW (present in soil)

99
Q

to increase MC from an initial volume to final volume

A

DOW (needed)

100
Q

the amount of water a soil profile will held against drainage by gravity at a specified time after through wetting

A

field capacity

101
Q

the soil moisture content when plants permanently wilt

A

permanent wilting point

102
Q

the difference in MC of the soil between the field capacity and permanent wilting point

A

available moisture

103
Q

that portion of the available moisture that is most easily extracted by plants this is approximately 75% of the available moisture

A

readily available moisture (RAM)

104
Q

the time rate at which water will percolate the soil

A

infiltration rate

105
Q

the rate of infiltration from a furrow into the soil

A

intake rate

106
Q

the velocity of flow into the soil caused by a unit hydraulic gradient in which the driving force is one pound per pound of water

A

permeability of the soil

107
Q

the fraction of the irrigation water that must be leached through the root zone to control soil salinity at specified lebel

A

leaching req

108
Q

is the sum of transpiration and water evaporated from the soil, or exterior portions of the plants where water may have accumulated from irrigation, rainfall, dew,…

A

evapotranspiration

109
Q

the process by which water vapor escapes from plants, principally the leaves and enter the atmosphere

A

transpiration

110
Q

sum of evapotranspiration and percolation losses

A

crop water requirement

111
Q

the quantity of water, exclusive of precipitation, required to maintain desired soil moisture and salinity level during the crop season

A

Irrigation water req

112
Q

the sum of irrigation req and farm ditch losses

A

farm water req

113
Q

farm turn-out requirement plus conveyance losses in the main canal and lateral up to farm turn-out

A

diversion requiremenr

114
Q

the ratio between the water delivered tp the farm to the water diverted from a river or reservoir expressed percent

A

water conveyance efficiency

115
Q

ratio between water entered in the soil root zone during irrigation to the water delivered to the farm, expressed in %

A

water application efficiency

116
Q

ratio between water beneficially used on the prroject, farm or field to the amount of water delivered to the farm, expressed in percent

A

water-use efficiency

117
Q

the ratio of water stored in the root zone during the irrigation to the water needed in the root zone prior to irrigation, expressed in %

A

water storage eff

118
Q

the ratio of the normal consumptive use of water to the net amount of water depleted from the root-zone soil

A

consumption use eff

119
Q

the power theoretically required to lift a given qty of water each second to a specified height

A

water horsepower

120
Q

water horsepower divided by pump eff, in dec

A

brake horsepower

121
Q

the difference in elevation between the water surface in a pond, lake, or river which pumped water is taken…

A

static head

122
Q

the sum of total static hand, pressure head, velocity hand, and friction head

A

total dynamic

123
Q

the difference in elevation between the groundwater table and the water surface at the well when pumping

A

draw down

124
Q

graphs that shows interrelations between speed, head discharge, and horsepower of a pump

A

characteristics curve

125
Q

expresses the relationship between speed in rpm, discharge in gpm, and head in ft

A

specific speed

126
Q

structural devices to retard velocity of flowing water

A

baffles

127
Q

elevated land that confines waters of a stream to their natural channel in normal course of flow

A

bank

128
Q

structure provided with a series of gates erected across a river to regulate water surface level and flow upstream

A

barrage

129
Q

structural device designed to hold a pool of water to cushion the impact and retard the flow of falling water as from an overflow weir, chute, or srop

A

basin, stilling

130
Q

a shelf pathway constructed on the slope of the canal bank

A

berm

131
Q

temporary channel, constructed to divert stream flow, made during construction for purpose of dewatering the site…

A

bypass cannal

132
Q

channel or waterway artificially constructed or maintained for conveying water or for connecting two or more bodies of water

A

canal

133
Q

artificially constructed embankments of a canal usually with designed top widths and side slopes

A

canal banks

134
Q

ratio of vertical drop to horizontal distance of a given stretch of canal

A

canal grade

135
Q

plan of the canal system in an irrigation project

A

canal layout

136
Q

finished surface layer installed on the inside slopes of canal banks and on the bed of the canal to prevent excessive seepage…

A

canal lining

137
Q

fixing of the traverse lines along which a canal is to pass

A

canal location

138
Q

loss of water in a canal through effluent seepage

A

canal seepage

139
Q

designed volume of flow or capacity of a canal

A

canal supply

140
Q

contracted measuring weir in which sides of the trapezoidal weir have a slope of one horizontal to 4 vertical to compensate for end contraction

A

cipolleti weir

141
Q

any temporary watertight structure constructed to shut off water from a construction site

A

cofferdam

142
Q

small stream that serves as natural outlet for drainage of basins of nominal size

A

creek

143
Q

top of a dam, dike, etc., frequently restricted to overflow portion

A

crest

144
Q

instrument for measuring velocity of water by ascertaining speed at which the stream of water rotates the vane or wheel of the meter

A

current meter

145
Q

any structure to reduce percolation of water under surfaces of a structure of through porous data

A

cutoff

146
Q

barrier constructed to hold water back and raise its level

A

dam

147
Q

reservoir where floodwater is stored for relatively brief period , part of it being retained until…

A

detention reservoir

148
Q

canal or streams embankments to prevent overflow of canals and streams

A

dikes

149
Q

waterway bordering fields of individual farmers as part of the distribution or drainage system

A

ditch

150
Q

site where water is diverted in whole or in part from its natural channel to another channels…

A

diversion site

151
Q

runoff from drainage area removed in 24 hrs expressed in unit of depth

A

drainage coefficient

152
Q

system of drainage where the parallel lateral lines empty into a main line

A

gridirion

153
Q

system used to drain fields that slope towards the center; shaped like the bones of a herring

A

herringbone

154
Q

single drain line placed at the base of a hill to intercept the seepage flow from the hill

A

interceptor or cutoff

155
Q

stream or river flowing into a larger river or lake; a tributary system

A

effluent

156
Q

raised surface, such as dike, built up by filling with earth or other material

A

embankment

157
Q

stream that flows only in direct response to precipitation, receiving no water from springs; its channel is at all times above the water table

A

ephemeral stream

158
Q

plank of wood placed in canal structures to control the elevation and flow of water

A

flashboard

159
Q

vertical distance between normal maximum operating level of a reservoir or of canal and top of dam canal bank, or between stage of the design flood and top of levee

A

freeboard

160
Q

weir in which tail water is below the crest or flow is in no way affected by the elevation of the tail water; not a submerged weir

A

free weir

161
Q

instrument for observing or recording the stage of a river, amt of rainfall, etc.

A

gauge

162
Q

type of dam that depends mostly on its own weight for its structural stability

A

gravity dam

163
Q

arrangement of boulders laid by hand where the interstices or joints between boulders are filled with cement grout; used as lining, erosion

A

grouted riprap

164
Q

reservoir where water is stored for release when ordinary flow of the stream is insufficient to satisfy req

A

impounding reservoir

165
Q

that portion of an irrigation structure through which water has to pass before actually flowing into the structure itself

A

inlet

166
Q

divides the water into two main laterals

A

bifurcation

167
Q

bridge oven an irrigation canal smaller than either a road or a thresher crossing

A

bull cart crossing

168
Q

raises level of water surface in a canal

A

check gate

169
Q

closed conduit used for conveying water across and under an elevated roadway

A

culvert

170
Q

conveys water from a higher to a lower level

A

drop

171
Q

passes water over depressions, low ground and roadways, drainage creeks, or a lower irrigation canal

A

flume

172
Q

controls or regulates flow of irrigation water in a canal

A

head gate

173
Q

small structure or opening with or without a gate from which a small canal takes water from a supply canal

A

heading

174
Q

always inverted; water is conveyed underneath an obstacle such as roadway or another waterway

A

siphon

175
Q

divides water into three main laterals

A

trifurcation

176
Q

small outlet gate along a supply canal used for delivering water directly to rice paddies or to farm ditches

A

turnout

177
Q

branch canal heading off from the main canal

A

lateral

178
Q

dike or embarkment to protect land from inundation or to confine flow of stream

A

levee

179
Q

principal or biggest channel of a distribution system that starts off from the main head gates or diversion works and from which smaller canals or lateral branch off

A

main canal

180
Q

channel in which stream is not completely enclosed by solid boundaries and therefore has a free surface subjected to atmospheric pressure

A

open channel

181
Q

stones or pieces of rock arranged and laid by hand on slopes

A

riprap

182
Q

dam whose main body is a pile or filling of hard rocks

A

rock-filled dam

183
Q

receptacle or structure in which the flow of water is retarded to allow deposition of sediment

A

settling basin

184
Q

gate for controlling the passage pf water through the sluiceway

A

sluice gate

185
Q

channel portion of a sluice

A

sluiceway

186
Q

surface or underground stream that contributes its water either continuously intermittently, to another and generally larger stream

A

tributary