Irrigation Related... formula, etc. Flashcards

1
Q

Parameters needed in designing an open channel

A
  1. Design Discharge or Flow Capacity
  2. Flow Velocity
  3. Roughness Coefficient
  4. Canal Cross Section
  5. Bottom Slope
  6. Freeboard
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2
Q

CROP WATER REQUIREMENT

A

πΆπ‘Šπ‘… = πΈπ‘‡π‘Ž + (𝑆 & 𝑃)𝑓𝑖𝑒𝑙𝑑

where:
CWR is the crop water requirement (mm/day)
ETa is the actual evapotranspiration (mm/day)
(S & P)field is the seepage and percolation in the field (mm/day)

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3
Q

FARM WATER REQUIREMENT - Lowland

A
FWR = CWR - ER + LPWR + farm ditch losses
FWR = (CWR - ER + LPWR)/Ea
where:
CWR is the crop water requirement (mm)
ER is the effective rainfall (mm)
LPWR is the land preparation water requirement (mm)
Ea is the application efficiency (mm)
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4
Q

FARM WATER REQUIREMENT - Upland

A
FWR = CWR - ER + farm ditch losses
FWR = (CWR - ER)/Ea

Where;
Ea is the application efficiency (mm)
CWR is the crop water requirement (mm)
ER is the effective rainfall (mm)

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5
Q

DIVERSION WATER REQUIREMENT

A
DWR = FWR + conveyance losses
DWR = FWR/Ec

where:
DWR is the diversion water requirement (mm)
FWR is the farm water requirement (mm)
Ec is the conveyance efficiency

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6
Q

Duration of the Penman-Monteith Method

A

daily, monthly, seasonal

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7
Q

Accuracy/ Reliability of the Penman-Monteith Method

A

reliable for any length period

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8
Q

Methods that are less precise than Penman-Monteith and with a duration period of 5 days or more

A

Radiation Method

Blaney-Criddle Method

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9
Q

Accuracy/ Reliability of the Pan evaporation Method for a period of 10 days or longer

A

less reliable for short-term estimates than other methods

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10
Q

Accuracy/ Reliability of the Pan evaporation Method if little previous history is available for a pan, caution should be exercised even for computing ETo for longer periods

A

can be accurate if evaporation pans are well maintained and properly located

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11
Q

Data needed for Penman-Monteith Method

A
maximum temperature 
minimum temperature 
wind speed at 2m 
dewpoint temperature 
maximum relative humidity 
minimum relative humidity 
actual duration of sunshine
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12
Q

Data needed for Radiation Method

A

maximum temperature
minimum temperature
solar radiation

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13
Q

Data needed for Blaney-Criddle Method

A

maximum temperature

minimum temperature

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14
Q

Data needed for Pan evaporation Method

A

pan evaporation

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15
Q

Minimum length of record required for Irrigation Scheduling

A

Daily

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16
Q

Minimum length of record required for Irrigation System Design

A

historical record of at least 10 years

17
Q

Minimum length of record required for Reservoir Design, Water Right Determination

A

monthly water use estimates

18
Q

Actual Evapotranspiration

A

πΈπ‘‡π‘Ž = πΈπ‘‡π‘œ Γ— π‘˜π‘

where:
ETa = actual evapotranspiration (mm/day)
ETo = reference evapotranspiration (mm/day)
kc = crop coefficient

19
Q

Land Preparation Water Requirement

A

πΏπ‘ƒπ‘Šπ‘… = 𝐿𝑆𝑅 + π‘†π‘Š + πΈπ‘‡π‘œ

where:
LPWR is the land preparation water requirement (mm)
LSR is the land soaking requirement (mm)
SW is the standing water (mm)
ETo is the reference evapotranspiration (mm)

20
Q

Farm Ditch Losses

A

πΉπ‘Žπ‘Ÿπ‘š π‘‘π‘–π‘‘π‘β„Ž π‘™π‘œπ‘ π‘ π‘’π‘  = (𝑆 & 𝑃)π‘“π‘Žπ‘Ÿπ‘š π‘‘π‘–π‘‘π‘β„Ž Γ— 𝑃 Γ— 𝐿

where:
(S & P)farm ditchis theseepage and percolation rate (mm/day)
P is the wetted perimeter (m)
L is the length of farm ditch (m)

21
Q

Land Soaking Requirement

A

𝐿𝑆𝑅 = {[𝑛 βˆ’ (𝑅𝑀𝐢 Γ— 𝐴𝑠)] Γ— π·π‘Ÿπ‘§} / (100)

where:
LSR is the land soaking requirement (mm)
n is the soil porosity
RMC is the residual moisture content
As is the apparent specific gravity
Drz is the depth of root zone (mm)