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Pan Evaporation

Hydrology and Water Resources · FE Reference Handbook section

Hydrology and Water Resources
2 formulas
10 exam-style examples
~49 min
All Hydrology and Water Resources lectures

Handbook notes for this section

Definitions and conditions exactly as the handbook states them.

  • The lake evaporation EL is related to the pan evaporation Ep by the expression:

Core formulas for this FE topic

Definitions, applicability, units, assumptions and worked examples for each relation.

Worked exam-style examples

The four ways this section is written on the real exam — thoughts first, then equations, then substitution.

Example 1
Monthly reservoir water balance and storage change — Pan Evaporation

A reservoir with a 80 acre surface receives 97 ac-ft of stream inflow in a month, plus 5.5 in of direct rainfall, while losing 2.0 in to evaporation and releasing 82 ac-ft to demand. Find the change in storage.

Given

  • I=97ac−ftI = 97 ac-ft
  • P=5.5inP = 5.5 in
  • E=2.0inE = 2.0 in
  • As=80acA_s = 80 ac
  • D=82ac−ftD = 82 ac-ft

Find

ΔS for the month

Start with the thinking

  • Depths over the water surface convert to volume with V = (depth in inches / 12) × area in acres.
  • The continuity budget is ΔS = inflows − outflows.

Step-by-step solution

  1. Rain volume

    VP=(P/12)AsV_P = (P/12)A_s
  2. Substituting

    VP=(5.5/12)×80=36.67ac−ftV_P = (5.5/12) \times 80 = 36.67 ac-ft
  3. Evaporation volume

    VE=(E/12)AsV_E = (E/12)A_s
  4. Substituting

    VE=(2.0/12)×80=13.33ac−ftV_E = (2.0/12) \times 80 = 13.33 ac-ft
  5. Balance — ΔS = I + V_P − V_E − D

  6. Substituting — ΔS = 97 + 36.67 − 13.33 − 82

  7. Evaluate — ΔS = 38.33 ac-ft (storage gained)

Answer:

ΔS ≈ 38.3 ac-ft

Why the other options are there

  • 15.0 ac-ft (rain and evaporation ignored)
  • 18.5 ac-ft (inches added as volumes)

Reference: FE Reference Handbook — Hydrology and Water Resources → Pan Evaporation

Example 2
Reservoir water budget with rainfall and evaporation — Pan Evaporation

A reservoir with a surface area of 847 ha receives 181 mm of rainfall and loses 167 mm to evaporation in a 30-day month while a stream delivers 0.05 m³/s. Compute the net storage change in volume and the corresponding change in water-surface elevation.

Given

  • A=847ha=8,470,000m2A = 847 ha = 8,470,000 m^{2}
  • P=181mmP = 181 mm
  • E=167mmE = 167 mm
  • Qin=0.05m3/sfor30daysQ_in = 0.05 m^{3}/s for 30 days

Find

Net volume change and stage change

Start with the thinking

  • The water budget is simply inflow + precipitation − evaporation − outflow = ΔS.
  • Depths in millimetres must be converted to metres before multiplying by the surface area.

Step-by-step solution

  1. Formula — ΔS = Q_in Δt + P·A − E·A

  2. Stream inflow

    0.05(86,400)(30)=129,600m30.05(86,400)(30) = 129,600 m^{3}
  3. Rainfall

    (181/1000)(8,470,000)=1,533,070m3(181/1000)(8,470,000) = 1,533,070 m^{3}
  4. Evaporation

    (167/1000)(8,470,000)=1,414,490m3(167/1000)(8,470,000) = 1,414,490 m^{3}
  5. Substituting — ΔS = 129,600 + 1,533,070 − 1,414,490 = 248,180 m³

  6. Formula — Δz = ΔS/A

  7. Substituting — Δz = 248,180/8,470,000 = 0.029 m

Answer:

ΔS = 248,180 m³, raising the pool 0.03 m

Why the other options are there

  • 118,580 m³ (stream inflow ignored)
  • 14 m³ (millimetres treated as volume)

Reference: FE Reference Handbook — Hydrology and Water Resources → Pan Evaporation

Example 3
Monthly reservoir water balance and storage change — Pan Evaporation (2)

A reservoir with a 330.0 acre surface receives 85 ac-ft of stream inflow in a month, plus 3.0 in of direct rainfall, while losing 4.0 in to evaporation and releasing 65 ac-ft to demand. Find the change in storage.

Given

  • I=85ac−ftI = 85 ac-ft
  • P=3.0inP = 3.0 in
  • E=4.0inE = 4.0 in
  • As=330.0acA_s = 330.0 ac
  • D=65ac−ftD = 65 ac-ft

Find

ΔS for the month

Start with the thinking

  • Depths over the water surface convert to volume with V = (depth in inches / 12) × area in acres.
  • The continuity budget is ΔS = inflows − outflows.

Step-by-step solution

  1. Rain volume

    VP=(P/12)AsV_P = (P/12)A_s
  2. Substituting

    VP=(3.0/12)×330.0=82.50ac−ftV_P = (3.0/12) \times 330.0 = 82.50 ac-ft
  3. Evaporation volume

    VE=(E/12)AsV_E = (E/12)A_s
  4. Substituting

    VE=(4.0/12)×330.0=110.0ac−ftV_E = (4.0/12) \times 330.0 = 110.0 ac-ft
  5. Balance — ΔS = I + V_P − V_E − D

  6. Substituting — ΔS = 85 + 82.50 − 110.0 − 65

  7. Evaluate — ΔS = -7.50 ac-ft (storage drawn down)

Answer:

ΔS ≈ -7.5 ac-ft

Why the other options are there

  • 20.0 ac-ft (rain and evaporation ignored)
  • 19.0 ac-ft (inches added as volumes)

Reference: FE Reference Handbook — Hydrology and Water Resources → Pan Evaporation

Example 4
Reservoir water budget with rainfall and evaporation — Pan Evaporation (2)

A reservoir with a surface area of 260 ha receives 102 mm of rainfall and loses 96 mm to evaporation in a 30-day month while a stream delivers 0.15 m³/s. Compute the net storage change in volume and the corresponding change in water-surface elevation.

Given

  • A=260ha=2,600,000m2A = 260 ha = 2,600,000 m^{2}
  • P=102mmP = 102 mm
  • E=96mmE = 96 mm
  • Qin=0.15m3/sfor30daysQ_in = 0.15 m^{3}/s for 30 days

Find

Net volume change and stage change

Start with the thinking

  • The water budget is simply inflow + precipitation − evaporation − outflow = ΔS.
  • Depths in millimetres must be converted to metres before multiplying by the surface area.

Step-by-step solution

  1. Formula — ΔS = Q_in Δt + P·A − E·A

  2. Stream inflow

    0.15(86,400)(30)=388,800m30.15(86,400)(30) = 388,800 m^{3}
  3. Rainfall

    (102/1000)(2,600,000)=265,200m3(102/1000)(2,600,000) = 265,200 m^{3}
  4. Evaporation

    (96/1000)(2,600,000)=249,600m3(96/1000)(2,600,000) = 249,600 m^{3}
  5. Substituting — ΔS = 388,800 + 265,200 − 249,600 = 404,400 m³

  6. Formula — Δz = ΔS/A

  7. Substituting — Δz = 404,400/2,600,000 = 0.156 m

Answer:

ΔS = 404,400 m³, raising the pool 0.16 m

Why the other options are there

  • 15,600 m³ (stream inflow ignored)
  • 6 m³ (millimetres treated as volume)

Reference: FE Reference Handbook — Hydrology and Water Resources → Pan Evaporation

Example 5
Monthly reservoir water balance and storage change — Pan Evaporation (3)

A reservoir with a 220.0 acre surface receives 44 ac-ft of stream inflow in a month, plus 6.0 in of direct rainfall, while losing 7.0 in to evaporation and releasing 17 ac-ft to demand. Find the change in storage.

Given

  • I=44ac−ftI = 44 ac-ft
  • P=6.0inP = 6.0 in
  • E=7.0inE = 7.0 in
  • As=220.0acA_s = 220.0 ac
  • D=17ac−ftD = 17 ac-ft

Find

ΔS for the month

Start with the thinking

  • Depths over the water surface convert to volume with V = (depth in inches / 12) × area in acres.
  • The continuity budget is ΔS = inflows − outflows.

Step-by-step solution

  1. Rain volume

    VP=(P/12)AsV_P = (P/12)A_s
  2. Substituting

    VP=(6.0/12)×220.0=110.0ac−ftV_P = (6.0/12) \times 220.0 = 110.0 ac-ft
  3. Evaporation volume

    VE=(E/12)AsV_E = (E/12)A_s
  4. Substituting

    VE=(7.0/12)×220.0=128.3ac−ftV_E = (7.0/12) \times 220.0 = 128.3 ac-ft
  5. Balance — ΔS = I + V_P − V_E − D

  6. Substituting — ΔS = 44 + 110.0 − 128.3 − 17

  7. Evaluate — ΔS = 8.67 ac-ft (storage gained)

Answer:

ΔS ≈ 8.7 ac-ft

Why the other options are there

  • 27.0 ac-ft (rain and evaporation ignored)
  • 26.0 ac-ft (inches added as volumes)

Reference: FE Reference Handbook — Hydrology and Water Resources → Pan Evaporation

Example 6
Reservoir water budget with rainfall and evaporation — Pan Evaporation (3)

A reservoir with a surface area of 440 ha receives 98 mm of rainfall and loses 93 mm to evaporation in a 30-day month while a stream delivers 0.50 m³/s. Compute the net storage change in volume and the corresponding change in water-surface elevation.

Given

  • A=440ha=4,400,000m2A = 440 ha = 4,400,000 m^{2}
  • P=98mmP = 98 mm
  • E=93mmE = 93 mm
  • Qin=0.50m3/sfor30daysQ_in = 0.50 m^{3}/s for 30 days

Find

Net volume change and stage change

Start with the thinking

  • The water budget is simply inflow + precipitation − evaporation − outflow = ΔS.
  • Depths in millimetres must be converted to metres before multiplying by the surface area.

Step-by-step solution

  1. Formula — ΔS = Q_in Δt + P·A − E·A

  2. Stream inflow

    0.50(86,400)(30)=1,296,000m30.50(86,400)(30) = 1,296,000 m^{3}
  3. Rainfall

    (98/1000)(4,400,000)=431,200m3(98/1000)(4,400,000) = 431,200 m^{3}
  4. Evaporation

    (93/1000)(4,400,000)=409,200m3(93/1000)(4,400,000) = 409,200 m^{3}
  5. Substituting — ΔS = 1,296,000 + 431,200 − 409,200 = 1,318,000 m³

  6. Formula — Δz = ΔS/A

  7. Substituting — Δz = 1,318,000/4,400,000 = 0.300 m

Answer:

ΔS = 1,318,000 m³, raising the pool 0.30 m

Why the other options are there

  • 22,000 m³ (stream inflow ignored)
  • 5 m³ (millimetres treated as volume)

Reference: FE Reference Handbook — Hydrology and Water Resources → Pan Evaporation

Example 7
Monthly reservoir water balance and storage change — Pan Evaporation (4)

A reservoir with a 40 acre surface receives 55 ac-ft of stream inflow in a month, plus 4.0 in of direct rainfall, while losing 4.0 in to evaporation and releasing 51 ac-ft to demand. Find the change in storage.

Given

  • I=55ac−ftI = 55 ac-ft
  • P=4.0inP = 4.0 in
  • E=4.0inE = 4.0 in
  • As=40acA_s = 40 ac
  • D=51ac−ftD = 51 ac-ft

Find

ΔS for the month

Start with the thinking

  • Depths over the water surface convert to volume with V = (depth in inches / 12) × area in acres.
  • The continuity budget is ΔS = inflows − outflows.

Step-by-step solution

  1. Rain volume

    VP=(P/12)AsV_P = (P/12)A_s
  2. Substituting

    VP=(4.0/12)×40=13.33ac−ftV_P = (4.0/12) \times 40 = 13.33 ac-ft
  3. Evaporation volume

    VE=(E/12)AsV_E = (E/12)A_s
  4. Substituting

    VE=(4.0/12)×40=13.33ac−ftV_E = (4.0/12) \times 40 = 13.33 ac-ft
  5. Balance — ΔS = I + V_P − V_E − D

  6. Substituting — ΔS = 55 + 13.33 − 13.33 − 51

  7. Evaluate — ΔS = 4.00 ac-ft (storage gained)

Answer:

ΔS ≈ 4.0 ac-ft

Why the other options are there

  • 4.0 ac-ft (rain and evaporation ignored)
  • 4.0 ac-ft (inches added as volumes)

Reference: FE Reference Handbook — Hydrology and Water Resources → Pan Evaporation

Example 8
Reservoir water budget with rainfall and evaporation — Pan Evaporation (4)

A reservoir with a surface area of 149 ha receives 130 mm of rainfall and loses 100 mm to evaporation in a 30-day month while a stream delivers 0.85 m³/s. Compute the net storage change in volume and the corresponding change in water-surface elevation.

Given

  • A=149ha=1,490,000m2A = 149 ha = 1,490,000 m^{2}
  • P=130mmP = 130 mm
  • E=100mmE = 100 mm
  • Qin=0.85m3/sfor30daysQ_in = 0.85 m^{3}/s for 30 days

Find

Net volume change and stage change

Start with the thinking

  • The water budget is simply inflow + precipitation − evaporation − outflow = ΔS.
  • Depths in millimetres must be converted to metres before multiplying by the surface area.

Step-by-step solution

  1. Formula — ΔS = Q_in Δt + P·A − E·A

  2. Stream inflow

    0.85(86,400)(30)=2,203,200m30.85(86,400)(30) = 2,203,200 m^{3}
  3. Rainfall

    (130/1000)(1,490,000)=193,700m3(130/1000)(1,490,000) = 193,700 m^{3}
  4. Evaporation

    (100/1000)(1,490,000)=149,000m3(100/1000)(1,490,000) = 149,000 m^{3}
  5. Substituting — ΔS = 2,203,200 + 193,700 − 149,000 = 2,247,900 m³

  6. Formula — Δz = ΔS/A

  7. Substituting — Δz = 2,247,900/1,490,000 = 1.509 m

Answer:

ΔS = 2,247,900 m³, raising the pool 1.51 m

Why the other options are there

  • 44,700 m³ (stream inflow ignored)
  • 30 m³ (millimetres treated as volume)

Reference: FE Reference Handbook — Hydrology and Water Resources → Pan Evaporation

Example 9
Monthly reservoir water balance and storage change — Pan Evaporation (5)

A reservoir with a 140.0 acre surface receives 111.0 ac-ft of stream inflow in a month, plus 5.0 in of direct rainfall, while losing 5.0 in to evaporation and releasing 23 ac-ft to demand. Find the change in storage.

Given

  • I=111.0ac−ftI = 111.0 ac-ft
  • P=5.0inP = 5.0 in
  • E=5.0inE = 5.0 in
  • As=140.0acA_s = 140.0 ac
  • D=23ac−ftD = 23 ac-ft

Find

ΔS for the month

Start with the thinking

  • Depths over the water surface convert to volume with V = (depth in inches / 12) × area in acres.
  • The continuity budget is ΔS = inflows − outflows.

Step-by-step solution

  1. Rain volume

    VP=(P/12)AsV_P = (P/12)A_s
  2. Substituting

    VP=(5.0/12)×140.0=58.33ac−ftV_P = (5.0/12) \times 140.0 = 58.33 ac-ft
  3. Evaporation volume

    VE=(E/12)AsV_E = (E/12)A_s
  4. Substituting

    VE=(5.0/12)×140.0=58.33ac−ftV_E = (5.0/12) \times 140.0 = 58.33 ac-ft
  5. Balance — ΔS = I + V_P − V_E − D

  6. Substituting — ΔS = 111.0 + 58.33 − 58.33 − 23

  7. Evaluate — ΔS = 88.00 ac-ft (storage gained)

Answer:

ΔS ≈ 88.0 ac-ft

Why the other options are there

  • 88.0 ac-ft (rain and evaporation ignored)
  • 88.0 ac-ft (inches added as volumes)

Reference: FE Reference Handbook — Hydrology and Water Resources → Pan Evaporation

Example 10
Reservoir water budget with rainfall and evaporation — Pan Evaporation (5)

A reservoir with a surface area of 208 ha receives 38 mm of rainfall and loses 161 mm to evaporation in a 30-day month while a stream delivers 1.05 m³/s. Compute the net storage change in volume and the corresponding change in water-surface elevation.

Given

  • A=208ha=2,080,000m2A = 208 ha = 2,080,000 m^{2}
  • P=38mmP = 38 mm
  • E=161mmE = 161 mm
  • Qin=1.05m3/sfor30daysQ_in = 1.05 m^{3}/s for 30 days

Find

Net volume change and stage change

Start with the thinking

  • The water budget is simply inflow + precipitation − evaporation − outflow = ΔS.
  • Depths in millimetres must be converted to metres before multiplying by the surface area.

Step-by-step solution

  1. Formula — ΔS = Q_in Δt + P·A − E·A

  2. Stream inflow

    1.05(86,400)(30)=2,721,600m31.05(86,400)(30) = 2,721,600 m^{3}
  3. Rainfall

    (38/1000)(2,080,000)=79,040m3(38/1000)(2,080,000) = 79,040 m^{3}
  4. Evaporation

    (161/1000)(2,080,000)=334,880m3(161/1000)(2,080,000) = 334,880 m^{3}
  5. Substituting — ΔS = 2,721,600 + 79,040 − 334,880 = 2,465,760 m³

  6. Formula — Δz = ΔS/A

  7. Substituting — Δz = 2,465,760/2,080,000 = 1.185 m

Answer:

ΔS = 2,465,760 m³, raising the pool 1.19 m

Why the other options are there

  • -255,840 m³ (stream inflow ignored)
  • -123.0 m³ (millimetres treated as volume)

Reference: FE Reference Handbook — Hydrology and Water Resources → Pan Evaporation

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