Friday, March 27, 2015

Backlog Irrigation Engg (CVL015)

Here is the link for TUTORIAL SHEETS & Assignment sheets

Solve the 5 assignments and 3 tutorial sheets for the CA.

Class test on April 8, 2015.

Wednesday, March 11, 2015

Instructions for CA in Advance Surveying [back log student]

Dear Student, for your CA marks follow the following instructions

[1] Assignment - complete it and submits me in department by hand in hard copy
[2] Class Test – I will take your class test on same date and time, when you come to submit the above assignment. Come & meet me as soon as possible.
Assignment for Advance Surveying [for Back Log Students]
Assignment –I
(i)                 What are the various systems of coordinates employed to locate the position of a celestial body? Explain briefly.
(ii)        Draw a neat sketch to show the latitude and longitude of a place on the surface of the Earth
(iii)       Explain the importance of astronomical triangle in field astronomy. What are different   rules of spherical triangle?       
(iv    What is probable error? List the individual errors which contribute to the total probable error.          
(v)        Enumerate the principal of least squares. Shows how this principal is used for determination of two unknowns in linear equations.
Assignment –II
(i)                 How you determine the intervisibility of triangulation stations?
(ii)        Compare the various triangulation figures mentioning their suitability. How does triangulation differ from trilateration.
(iii)       What precautions will you like to measure the base line?
(iv)       Why curve provided? Derive a relation between the radius and degree of a curve.
(v)        State the different methods of calculating the length of a transition curve.
Assignment –III
[i]         A rectangular plot of land has sides 60.45±0.02 m and 50.84±0.03 m. What should be the area of the rectangular plot?
[ii]        While measuring horizontal angles by a theodolite at station O, the following observation were recorded are A= 2801’28.2”, B= 37059’12.6”, C= 660 00’44.4”. Determine the most probable  values of A,B, and C
[iii]       The following observation were made in a rating test of a current meter with rating formula V=aN+b, where N= 0.4, 1.2, 1.6, 2.2 and V= 0.6, 1.8, 2.4, 2.5. Find the constant value a &b using least square method.
[iv        While measuring horizontal angles by a theodolite at station O, the following observation were recorded are A=4801’28.2”, B= 76059’12.6”, C= 550 00’44.4” and its wt are 3, 4, 2.  Determine the most probable values of A, B, and C.
[v]        Using matrix method  determine the most probable of the following
A= 2801’28.2”,
B= 37059’12.6”
A+2B=100059’12.6”
C= 660 00’44.4”
2B+C=140059’12.6”


Prashant Mukherjee [Dept of Civil Engg] Sharda University

Monday, March 9, 2015

IRRIGATION SYLLABUS FOR BACKLOG



Unit 1: Introduction-Necessity of irrigation, Importance of irrigation, benefits of irrigation, Ill effects of irrigation, Methods of irrigation.                                                                            
Unit 2: Hydrology-Definitions, Hydrological cycles, Rainfall, Runoff, Flood discharge.                   
 Unit 3: Irrigation- Function of water, various crops of area, Crop season, Delta, Duty, Crop rotation
 Unit 4: Survey- Importance of water, various types of surveys, Reasonability and feasibility of projects.   

Unit 8: Lift Irrigation-Importance of lift irrigation, Suitability, Advantages and limitations                                                                                                                 

BACKLOG OCF SYLLABUS



Unit 1: Introduction

Difference between open channel flow and pipe flow, geometrical parameters of a channel, continuity equation, Uniform flow: Chezy’s and Manning’s equations for uniform flow in open channels, velocity distribution, most efficient channel section.

 

Unit 2: Energy and Momentum Principles

Critical depth, concepts of specific energy and specific force, Critical, subcritical and supercritical flows, Froude Number, application of specific energy principle for interpretation of open channel phenomena, flow through vertical and horizontal contractions.

Tuesday, March 3, 2015

Monday, March 2, 2015

SA backlog syllabus


syllabus for mid term

Unit – I: Propped Cantilevers
Analysis of propped cantilevers-shear force and Bending moment diagrams-Deflection
of propped cantilevers.
Unit – II: Fixed Beams
Introduction to statically indeterminate beams with U.D.load central point load,
eccentric point load. Number of point loads, uniformly varying load, couple and
combination of loads shear force and Bending moment diagrams-Deflection of fixed
beams effect of sinking of support, effect of rotation of a support.
Unit – III: Continuous Beams
Introduction-Clapeyron’s theorem of three moments- Analysis of continuous beams
with constant moment of inertia with one or both ends fixed-continuous beams with
overhang, continuous beams with different moment of inertia for different spans-
Effects of sinking of supports-shear force and Bending moment diagrams.

structure analysis backlog assignment

https://drive.google.com/file/d/0Bwy1ZhlP9e41VmVXRk1nOGdoMFk/view?usp=sharing

dear students,
last date for submission is 20 march
prepare oral viva from this assignment. This assignment covers your mid term syllabus

Regards
Prashant