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Tamil Nadu PSC Water Resources Management, Floods & Canal Systems: practice questions

Tamil Nadu PSC — Agricultural Engineering (Code 164, degree standard) · India · Tamil Nadu Public Service Commission

Original practice questions written to the published syllabus · not past papers
10worked here, free
43written to this exam in this subject
9syllabus units

What this subject covers

Managing water at the scale of reservoirs, canals and river basins, including floods and farmer participation.

In the exams: ICAR AICE subject 40 Units 7–8; ICAR AIEEA-PG Unit VII; electives in the ICAR 6th Deans' Committee B.Tech

Where the 43 questions fall

How our questions for Tamil Nadu PSC spread across the units of Water Resources Management, Floods & Canal Systems. Difficulty: 25 easy, 12 medium, 6 hard.

Diversion works12
Canal operation8
Reservoirs6
Minor irrigation5
Water resources of a country3
Flood estimation3
Water users' associations and participatory irrigation management3
Flood control measures2
Water quality management1

10 practice questions, worked

Choose an answer, then open the working. Each explanation says why the right answer is right and why the others are not.

1 · Reservoirs · medium

Contours 5 m apart enclose 2.0 km² and 3.2 km² of a reservoir basin. Using the cone (prismoidal) formula, what is the storage between them?

  1. 12.88 Mm³
  2. 13.00 Mm³
  3. 26.00 Mm³
  4. 6.44 Mm³
Answer and working

A. 12.88 Mm³

Cone formula: ΔV = (h/3)(A1 + A2 + √(A1A2)) = (5/3)(2.0 + 3.2 + 2.53) × 10⁶ = 12.88 Mm³. 13.00 is the trapezoidal formula, which slightly overestimates; 26.00 forgets to divide by 2 in the trapezoidal formula; 6.44 halves the right answer.

Further reading: Garg, Irrigation Engineering and Hydraulic Structures

2 · Reservoirs · hard

What is valley storage, and why does it matter in assessing a flood-control dam?

  1. The volume the natural channel and flood plain held before the dam; the net gain is reservoir volume minus it
  2. The storage above the maximum water level up to the dam top; it is kept empty as extra flood space at all times
  3. The storage below the outlet sill reserved for sediment; it is excluded from all yield and flood studies alike
  4. The water that seeps into the banks as the reservoir rises; it is added to the flood-control benefit in full
Answer and working

A. The volume the natural channel and flood plain held before the dam; the net gain is reservoir volume minus it

Valley storage existed before the dam, so the flood benefit depends on the net gain. Seepage into banks is bank storage; space above MWL is freeboard; storage below the outlet is dead storage.

Further reading: Garg, Irrigation Engineering and Hydraulic Structures

3 · Canal operation · hard

Why do designers prefer proportional or slightly sub-proportional outlets near the tail of a distributary?

  1. So that the water level in each watercourse downstream controls the discharge entering every field channel
  2. So that farmers can adjust their own outlets freely without causing any change in the distributary flow
  3. So that when the distributary runs low, head outlets do not take more than their share and starve the tail
  4. So that tail outlets receive their full discharge even while the distributary is closed for maintenance work
Answer and working

C. So that when the distributary runs low, head outlets do not take more than their share and starve the tail

Fair sharing of fluctuations protects the tail. A hyper-proportional outlet upstream takes extra when levels rise and the effect cascades. No outlet delivers when the channel is closed; downstream control would make the outlet non-modular.

Further reading: Garg, Irrigation Engineering and Hydraulic Structures

4 · Canal operation · easy

Under warabandi, how is each farmer's turn on a watercourse fixed?

  1. Equal hours for every farmer on the watercourse, whatever the size of each holding
  2. Whenever the farmer applies, in the order in which applications are received at the canal office
  3. A fixed time on a fixed day of a weekly cycle, in proportion to the farmer's landholding
  4. A fixed volume per hectare measured at the field inlet, however long the delivery takes
Answer and working

C. A fixed time on a fixed day of a weekly cycle, in proportion to the farmer's landholding

Warabandi gives the whole outlet flow for a time proportional to area, at a fixed day and hour in a 7-day cycle. Application-based allotment is closer to Maharashtra's shejpali; equal hours ignores holding size.

Further reading: Garg, Irrigation Engineering and Hydraulic Structures

5 · Flood estimation · medium

Using Ryves' formula Q = C·A^(2/3) with C = 6.8 (Q in m³/s, A in km²), what is the peak flood from a 500 km² catchment?

  1. About 152 m³/s
  2. About 719 m³/s
  3. About 3,400 m³/s
  4. About 428 m³/s
Answer and working

D. About 428 m³/s

Q = 6.8 × 500^(2/3) = 6.8 × 63.0 = 428 m³/s. 719 uses Dickens' exponent 3/4; 3,400 uses A to the power 1; 152 uses A^0.5.

Further reading: Subramanya, Engineering Hydrology

6 · Flood control measures · easy

Which measure reduces flood damage to a house without changing the flood itself?

  1. Raising the plinth above the expected flood level
  2. Widening and deepening the river channel nearby
  3. Raising the crest of the levee along the river
  4. Building a detention basin on a tributary upstream
Answer and working

A. Raising the plinth above the expected flood level

Flood proofing, such as raising plinths, protects property against a given flood. Detention, channel widening and levees all change the flood flow or level.

Further reading: WMO/GWP Integrated Flood Management

7 · Minor irrigation · easy

Under India's classification by culturable command area, a scheme with a CCA of 1,500 ha is

  1. a medium irrigation project
  2. a major irrigation project
  3. a minor irrigation project
  4. a command area development project
Answer and working

C. a minor irrigation project

India: minor below 2,000 ha CCA, medium 2,000–10,000 ha, major above 10,000 ha. Command area development is a programme, not a size class.

Further reading: Planning Commission / Ministry of Jal Shakti (India)

8 · Minor irrigation · hard

A tank's 15 km² catchment receives 900 mm of rain, with a runoff coefficient of 0.25. After 30% losses to evaporation and seepage, the crops need a delta of 0.5 m. About how much area can be irrigated?

  1. About 330 ha
  2. About 1,890 ha
  3. About 675 ha
  4. About 470 ha
Answer and working

D. About 470 ha

Yield = 15 × 10⁶ × 0.9 × 0.25 = 3.375 Mm³; usable = 3.375 × 0.7 = 2.36 Mm³; area = 2.36 × 10⁶ ÷ 0.5 = 4.73 × 10⁶ m² ≈ 473 ha. 675 ignores losses; 1,890 omits the runoff coefficient; 330 applies the loss twice.

Further reading: Garg, Irrigation Engineering and Hydraulic Structures

9 · Minor irrigation · easy

What is the function of the sluice in an irrigation tank?

  1. To bring water into the tank from the catchment or upper tank
  2. To release controlled amounts of stored water to the command
  3. To drain the foreshore so that it can be cultivated after the rains
  4. To pass flood water safely when the tank is full to its crest
Answer and working

B. To release controlled amounts of stored water to the command

The sluice is the controlled outlet to the command. Flood passing is the surplus weir; supply is the supply channel.

Further reading: Garg, Irrigation Engineering and Hydraulic Structures

10 · Water users' associations and participatory irrigation management · medium

Which Indian state passed the Farmers' Management of Irrigation Systems Act in 1997, an early state law creating water users' associations?

  1. Himachal Pradesh
  2. Andhra Pradesh
  3. Punjab
  4. Rajasthan
Answer and working

B. Andhra Pradesh

Andhra Pradesh's 1997 Act created WUAs across its irrigation commands and was followed by other states' laws. The other states passed their own laws at different times.

Further reading: Government of Andhra Pradesh, 1997

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Read the subject

Water Resources Management, Floods & Canal SystemsThe full study manual, free Tamil Nadu PSCFormat, sections and how it has changed

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Water Resources Management, Floods & Canal Systems for other exams

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