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Coastal Engineering Questions and Answers

1.

Match each division of the coastal profile with its position.
List I
A. Backshore
B. Foreshore
C. Nearshore
D. Offshore
List II
1. from low water seaward to the breaker zone
2. above normal high water, reached only in storms
3. seaward of the breakers where waves are unbroken
4. the intertidal zone between high and low water

Answer: A

The divisions are defined by water level and by wave behaviour rather than by any fixed distance. Each is dominated by a different set of processes and responds on a different timescale. Boundaries move as water level and wave conditions change.

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Answer: B

It is where broken waves dissipate their energy as they travel shoreward. Most of the sediment transport along a beach takes place within this comparatively narrow band. Energy dissipation and sediment motion coincide there.

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3.

Assertion (A): Most longshore sediment transport occurs within the surf zone.
Reason (R): Breaking waves there mobilise sediment while the longshore current carries it along.

Answer: C

Both are true and the reason gives the two ingredients, and neither alone would move much material. Suspension by turbulence and advection by the current act together to produce the transport. Either alone would move remarkably little material.

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Answer: D

It is the most energetic part of the profile per unit area and changes shape rapidly. Its slope adjusts quickly to the prevailing wave conditions and sediment size. It is the most rapidly changing part of the whole profile.

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5.

Consider the following statements about the beach profile.
1. The backshore is reached only during storms or spring tides.
2. The foreshore lies between high and low water marks.
3. The offshore zone lies landward of the breaker line.

Answer: A

The first two are correct and follow the standard definitions. The third reverses the geometry, since the offshore zone lies seaward of the breakers where waves have not yet broken. The breaker line is the boundary between the two zones.

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Answer: B

It is built by the uprush depositing sediment at the limit of its reach. Storm waves cut it back and swell conditions rebuild it over the following weeks or months. The berm crest marks the reach of the ordinary uprush.

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7.

Assertion (A): A beach may carry more than one berm at the same time.
Reason (R): Successive tidal and storm conditions build terraces at differing levels.

Answer: C

Both are true and the reason gives the mechanism, and a storm berm often sits above the ordinary summer berm. The set of berms records the recent history of water levels and wave conditions. Each berm records a particular set of conditions.

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Answer: D

Steep short period storm waves carry sand seaward into a bar, flattening the face. The sand is not lost, and long swell waves return it to the beach over the following weeks. The exchange is largely reversible within a season.

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9.

Assertion (A): The offshore bar formed during a storm protects the beach behind it.
Reason (R): It forces the largest waves to break further seaward and dissipate their energy.

Answer: A

Both are true and the reason gives the protective mechanism, and the bar is therefore a self regulating response. Removing it by dredging would expose the beach to the full wave attack. The bar is part of the beach's own defence.

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10.

Consider the following statements about seasonal beach change.
1. Winter storm waves typically flatten the profile and build a bar.
2. Summer swell returns sediment shoreward and rebuilds the berm.
3. The sediment moved offshore in a storm is permanently lost.

Answer: B

The first two are correct and describe the seasonal cycle. The third is wrong for the ordinary case, since the sand remains within the active profile and returns under milder conditions. Only losses beyond the depth of closure are permanent.

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