All Exams Test series for 1 year @ ₹349 only
Question

The following statements (C1, C2, C3, C4) pertain to the characteristics of different type of canals. Which of the following statements is/are correct?

C1: A contour canal can irrigate command areas on both the banks.

C2: It is possible to construct a contour canal with banks on one side only.

C3: In the case of a ridge canal, the number of cross drainage works are maximum.

C4: Side slope canal is aligned roughly at right angles to the ground contours.

The correct answer is

C2 and C4 only

Understanding Different Canal Types and Characteristics

Canals are artificial channels built to convey water, primarily for irrigation, but also for navigation, drainage, or hydropower generation. Their alignment and construction depend heavily on the topography of the region they traverse. Different types of canals are designed to suit varying ground conditions, leading to distinct characteristics regarding irrigation area, banking requirements, and the number of cross drainage works needed.

Let's analyze the characteristics of the canal types mentioned in the statements: Contour canals, Ridge canals, and Side slope canals.

Contour Canal Characteristics

A contour canal is constructed roughly parallel to the contours of the area. This type of canal is typically aligned on a sloping ground. Key characteristics include:

  • It follows the natural slope of the ground along the contour lines.
  • It is usually aligned on one side of a ridge or watershed line.
  • It can generally irrigate the area on one side only, specifically the lower side, as water naturally flows downhill from the canal.
  • Construction may involve both cutting and filling along its length.
  • Due to the sloping ground, banking might be required predominantly on the lower side where filling is done.
  • It intercepts natural drainage lines, requiring cross drainage works (like aqueducts, syphon aqueducts, super passages, level crossings). The number of cross drainage works can be significant.

Ridge Canal (Watershed Canal) Characteristics

A ridge canal, also known as a watershed canal, is aligned along the watershed line or ridge line of the area. This is the highest elevation line from which water flows down on either side. Characteristics include:

  • It follows the highest points in the area.
  • Water can be supplied to areas on both sides of the canal.
  • Since it follows the ridge, it runs between the natural drainage lines, not across them.
  • This alignment minimizes the number of cross drainage works required, often making it the ideal alignment from a cross drainage perspective.

Side Slope Canal Characteristics

A side slope canal is constructed on a side slope, essentially running perpendicular or nearly perpendicular to the contour lines, across the slope. Characteristics include:

  • It is aligned across the natural slope of the ground.
  • These are often constructed on steep slopes.
  • Construction involves significant cutting on the uphill side and filling on the downhill side.
  • They typically do not intercept major drainage lines directly, as they run across the slope rather than along the valley or ridge. However, short drains from the uphill side might need to be guided away.
  • They are designed to carry water rapidly down the slope.

Analyzing the Statements

Let's examine each statement based on the characteristics discussed:

C1: A contour canal can irrigate command areas on both the banks.

This statement is incorrect. A contour canal runs parallel to contours on sloping ground. Water can easily flow downhill from the canal to irrigate the area on the lower side. Irrigating the area on the uphill side is generally not possible or requires lifting the water, which is not a typical characteristic of basic contour canal irrigation.

C2: It is possible to construct a contour canal with banks on one side only.

This statement is correct. Due to the alignment along a slope, a contour canal will often have cutting on the uphill side and filling on the downhill side. The bank is primarily needed on the downhill side (the 'fill' side) to retain the water level. The uphill side may require less or no banking depending on the extent of cutting into the natural ground.

C3: In the case of a ridge canal, the number of cross drainage works are maximum.

This statement is incorrect. A ridge canal follows the watershed line, which is the highest elevation. Natural drainage lines flow away from the ridge. Therefore, a ridge canal runs between the drainage paths, minimizing the need for cross drainage structures. The number of cross drainage works is typically minimum for a ridge canal, not maximum.

C4: Side slope canal is aligned roughly at right angles to the ground contours.

This statement is correct. A side slope canal is built on a steep slope and is designed to carry water down or across that slope. This alignment is typically perpendicular or at a significant angle (roughly at right angles) to the contour lines, which represent lines of equal elevation.

Conclusion

Based on the analysis, statements C2 and C4 are correct, while C1 and C3 are incorrect.

Therefore, the correct statements are C2 and C4 only.

Revision Table: Canal Characteristics

Feature Contour Canal Ridge Canal Side Slope Canal
Alignment relative to Contours Parallel Along Ridge/Watershed Roughly perpendicular
Irrigation Area One side (lower) Both sides Limited, often for specific areas downhill
Cross Drainage Works Significant number Minimum number Relatively few major ones, but may need to manage minor hill drains
Banking Often on one side (lower) Usually on both sides Significant cutting/filling, specific banking depends on design

Additional Information: Types of Cross Drainage Works

Cross drainage works are structures built to carry a canal over or under a natural drain (like a river, stream, or nala). Their type depends on the relative levels of the canal bed and the drain bed, and whether the drain is perennial or seasonal.

  • Aqueduct: Canal is carried over the drain. Canal bed level is higher than the highest flood level (HFL) of the drain.
  • Syphon Aqueduct: Canal is carried over the drain. Canal bed level is lower than the HFL of the drain, causing the drain water to flow under pressure (syphonic action).
  • Super Passage: Drain is carried over the canal. Drain bed level is higher than the canal water level.
  • Syphon: Drain is carried under the canal. Drain bed level is lower than the canal bed level, causing the drain water to flow under pressure (syphonic action).
  • Level Crossing: Canal and drain intersect at the same level. Water of the canal and drain are allowed to mix temporarily or controlled flow is managed. Used when levels are very close.

The choice of canal alignment significantly impacts the number and type of these structures, affecting the overall cost and complexity of the irrigation project.

Was this answer helpful?

Important Questions from Design of Canals

  1. Upon a detailed topographical investigation, an engineer wants to align a canal. Along which of the following should be align the canal?

  2. Which of the following components of the weir divides the river width into weir portion and under sluices pocket?

  3. Which canal irrigates only on one side because the area on the other side is higher?

  4. In which type of canal escapes is the crest of the weir wall kept at R.L. equal to the canal FSL?

  5. If the discharge in canal equals to 70 m3/s with it silt factor √2, the velocity of flow in canal as per Lacey’s theory is

Need Expert Advice?

Start Your Preparation with Prepp Mobile App

Download the app from Google Play & App Store
Download the app from Google Play & App Store
Prepp Mobile App