Civil Engineering Paper II 2018 – Engineering Services Main (Section A)

Central Government Jobs Engineer 2018

  • Year 2018
  • Conducted By Engineering Services
  • Questions 8
  • Maximum Marks 300
  • Duration Three Hours
  • Languages English

Exam Details

Detail Information
Examination Engineering Services (Main) Examination
Year 2018
Conducting Body Engineering Services
Paper Civil Engineering Paper - II
Subject Civil Engineering
Duration Three Hours
Maximum Marks 300
Number of Questions 8

This JSON captures Civil Engineering Paper II (Engineering Services Main) 2018. Page 1 provides exam header, duration, marks (300), language (English), and structure (two sections; answer five questions, with Q1 and Q5 compulsory). Page 2 presents Section A: Q1 with four subparts (a–d). Subparts cover hydraulic systems with two pipes in series, dimensional analysis via Pi numbers for a circular cylinder in flow, economical trapezoidal canal design, and a set of water treatment-related problems involving detention time, overflow rate, weir loading, river mixing with BOD/DO considerations, and sludge treatment concepts. The combined data enable SEO-ready metadata, topics, and FAQ generation.

Major Topics Covered

  • Hydraulics
  • Water Resources Engineering
  • Open Channel Flow
  • Pipe Flow
  • Friction Factor
  • Non-dimensional Pi Numbers
  • Drag Coefficients
  • Sedimentation Tanks
  • Weir Loading
  • Overflow Rate
  • Detention Time
  • River Water Quality
  • BOD
  • DO
  • River Mixing
  • Manning's Coefficient
  • Trapezoidal Canal Design
  • Economical Canal Section
  • Wastewater Treatment
  • Sludge Treatment

Why This Paper is Important

  • Useful for Engineering Services (Main) Examination preparation
  • Helps understand the latest exam pattern
  • Useful for practice and self-assessment
  • Covers frequently asked General Studies topics
  • Helpful for analysing question trends

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Instructions

  • Answers must be written in ENGLISH only.
  • There are EIGHT questions divided in TWO sections.
  • Candidate has to attempt FIVE questions in all.
  • Questions no. 1 and 5 are compulsory and out of the remaining THREE are to be attempted choosing at least ONE question from each section.
  • The number of marks carried by a question / part is indicated against it.
  • Answers must be written in the medium authorized in the Admission Certificate which must be stated clearly on the cover of this Question-cum-Answer (QCA) Booklet in the space provided.
  • No marks will be given for answers written in a medium other than the authorized one.
  • Wherever any assumptions are made for answering a question, they must be clearly indicated.
  • Diagrams/figures, wherever required, shall be drawn in the space provided for answering the question itself.
  • Unless otherwise mentioned, symbols and notations carry their usual standard meanings.
  • Attempt of questions shall be counted in sequential order.
  • Unless struck off, attempt of a question shall be counted even if attempted partly.
  • Any page or portion of the page left blank in the Question-cum-Answer Booklet must be clearly struck off.

Questions (page 2)

Q1. Q 1. (a) 10 m higher than that in B. These are connected through two pipes in series with pipe 1 starting from A and pipe 2 ending in B. Lengths of both the pipes are 100 m, diameter of pipe 1 is 30 cm and diameter of pipe 2 is 25 cm. At the junction of these pipes, water is being withdrawn at the rate of 0.02 m3/s. Friction loss in the pipes is given by hf = f (L/D) (v2 / 2g) and the Darcy friction factor, f, for both pipes is 0.02. Neglecting the head losses at the entrance and at the junction, estimate the total water withdrawal from reservoir A.

Q2. Q 1. (b) A circular cylinder is placed in a uniform flow with its axis perpendicular to the flow direction. The drag force on the cylinder per unit length, F_D, depends on the flow velocity, V, fluid density, ρ, fluid viscosity, μ, and the cylinder diameter, D. Obtain the non-dimensional sets (Pi numbers) which could be used to analyse this problem.

Q3. Q
1. (c) Design a most economical trapezoidal canal section for carrying discharge of 45 cumecs and side slope of 1 1/2 : 1 at a velocity of 0.9 m/sec. Assume value of n = 0.022 (Manning's coefficient).

Q4. Q
1. (d)
(i) A water treatment plant is to treat water at the rate of 6000 m3/day. If there are two rectangular sedimentation tanks (27 × 5 × 3.8 m) with total weir length of 50 m, determine
(i) Detention time; Overflow rate;
(ii) Weir loading. Q
1. (d)
(ii) A treatment plant disposes 50 MLD of treated effluent into a river. The river flow rate is 20 m3/s and its DO is 8 mg/L before the mixing point. If the BOD of the effluent is 50 mg/L, find the BOD and DO of the river water at the d/s of mixing point. Assume BOD of river water as 0 and DO in WW effluent as
0. Q
1. (d)
(iii) What is sludge and how is it classified? With the help of flow chart, explain different processes/operations involved in sludge treatment and indicate the objectives of each process/operation.

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Frequently asked questions

What is the exam name and year?

Engineering Services (Main) Examination, 2018.

Which paper is this and what is the section shown?

Civil Engineering Paper - II. Page 1 contains exam header; Page 2 shows Section A (Q1 with subparts a–d).

How many questions must be attempted?

Eight questions are in two sections; candidates must attempt five questions in total.

Which questions are compulsory?

Questions 1 and 5 are compulsory.

In what language must answers be written?

Answers must be written in English.

Are diagrams allowed and where should they be drawn?

Yes, diagrams/figures should be drawn in the space provided for answering the question.

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