IRRIGATION AND BRIDGE DRAWING CIVIL DIPLOMA 5TH SEMESTER
IRRIGATION AND BRIDGE DRAWING CIVIL DIPLOMA 5TH SEMESTER
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Credits (L:T:P) 0:2:4 |
Total
Contact Hours: 78 |
Course Code:
15CE55D |
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Type of Course: Drawing,
Case study |
Credit : 03 |
Core/ Elective: Core |
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CIE- 25 Marks SEE-
100 Marks |
COURSE
OUTCOMES |
CL |
Linked PO |
Teaching Hrs |
|
CO1 |
Distinguish type of earthen dam, canal
sections and draw the various views from the given data. |
R/U/A |
1,2,3,5,8,9,10 |
9 |
CO2 |
Distinguish and select suitable type of tank sluice and weir and
draw the various views from the given data. |
R/U/A/An |
1,2,3,5,8,9,10 |
33 |
CO3 |
Develop/Draw
culverts, bridges and their suitability to the site
conditions and prepare the drawings for the given data. |
R/U/A/An/C |
1,2,3,5,8,9,10 |
27 |
CO4 |
Conduct a case study on an existing bridge or
irrigation structure and prepare a mini report. |
R/U/A/An/C/E |
1 to 10 |
9 |
Course |
Programme Outcome |
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PO1 |
PO2 |
PO3 |
PO4 |
PO5 |
PO6 |
PO7 |
PO8 |
PO9 |
PO10 |
|
Basic knowledge |
Discipline knowledge |
Experiments and Practice |
Engineering Tools |
Engineer and society |
Environment &
Sustainability |
Ethics |
Individual and Team work |
Communication |
Lifelong learning |
|
IRRIGATION AND BRIDGE DRAWING |
3 |
3 |
3 |
2 |
1 |
1 |
1 |
2 |
3 |
2 |
UNITS |
COURSE CONTENT |
HOURS ALLOCATED |
UNIT 1 |
1(a).EARTHEN DAMS |
09 |
(i) Types of earthen bunds, details of earthen bund such as side
slope, revetment, hearting, core
walls, rock toe and drainage arrangements as per standards. |
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(ii)
Draw the cross section and sectional plan showing details of drainage arrangements of the following
using given data (without design). å
Earthen bund with homogeneous materials å
Earthen bund with hearting å
Earthen bund with core wall |
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1(b).CANALS Components of canal. Draw the cross section of
the following canals showing components for the given data (without design). å
Canal in full cutting å
Canal in full Embankment å
Canal in partial cutting and partial embankment |
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UNIT 2 |
TANK SLUICE 1. For the
given discharge determination of the size of the orifice 2. Draw the
longitudinal section, half plan at top, half plan at foundation level ,half
front elevation and half sectional elevation of the following for the given
data (without structural design). å
Head and Gibbet wall type-slab barrel with plug Arrangement. å
Tower head type- slab barrel with shutter arrangement å
Pipe sluice -Tower head and head -gibbet wall type with
plug arrangement |
18 |
UNIT 3 |
TANKS WEIRS 1. Components of tank
weir-body wall, abutment, wing walls, return wall, bund, protection works
(solid, grouted apron, stone revetment), Cut off wall and back batter. 2. Determination of the
length of waste weir for a given catchment
area. 3. Draw the half longitudinal
section, half front elevation, half plan at top, half plan at foundation
level & cross section of the following types of weir for the given data. å
Waste weir with water cushion å
Surplus weir with Stepped apron (Calculate bottom width of Abutments, wing wall and return wall using
thumb rule) |
15 |
UNIT 4 |
CULVERTS Components of culvert,
Calculation of flood discharge at culvert using empirical formula,
determination of linear water way and number of openings from the given data. Draw the half longitudinal section, half
longitudinal elevation, half plan at top, half plan at foundation level &
cross section for the following å
Single span slab culvert with splayed wing walls å
Two span slab culvert with return wing walls å
Two span box culvert with splayed wing walls å
Pipe culvert |
15 |
UNIT 5 |
R.C.C. T - BEAM BRIDGE
(Railways & Highways) 1.
General Principles involved in the design of RCC
t beam bridge (with out design) 2.
Components of bridge, Calculation of flood discharge at bridge using empirical formula,
determination of linear water way and number of openings from the given data. 3.
Details of abutment, piers, wing walls etc to be determined using
thumb rules and standard practice. 4.
Draw the half longitudinal section, half longitudinal elevation, half
plan at top, half plan at foundation level & cross section half through
pier and half through centre span of the following types of weir for the
given data. å
Two span RCC T- beam highway bridge with return wing
walls. å
Two span RCC T-beam highway bridge with splayed wing
walls. å
Two span RCC T-Beam railway bridge with splayed wing walls. |
12 |
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Case study/mini project |
09 |
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Total |
78 |
Dimension |
Students score |
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(Group
of five students) |
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STUDENT 1 |
STUDENT 2 |
STUDENT 3 |
STUDENT 4 |
STUDENT 5 |
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Rubric Scale |
Unsatisfactory 1, Developing 2, Satisfactory 3, Good
4,Exemplary5 |
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1.Literature |
1 |
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2.Fulfill
team’s roles & duties |
4 |
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3.Conclusion |
3 |
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4.Convensions and log
sheet |
5 |
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Total |
13 |
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Average=(Total /4) |
3.25= 4 |
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Note: Concerned faculty (Course coordinator) must devise appropriate
rubrics/criteria for assessing Student activity for 5 marks One activity to
attain last CO (course outcome) may be given to a group of FIVE students |
Dimension |
Rubric
Scale |
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1 Unsatisfactory |
2 Developing |
3 Satisfactory |
4 Good |
5 Exemplary |
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1.Literature |
Has not included relevant
info |
Has included few relevant info |
Has included some relevant info |
Has included many relevant
info |
Has included all relevant info needed |
2.Fulfill team’s roles
& duties |
Does not perform any
duties assigned |
Performs very little
duties |
Performs partial duties |
Performs nearly all duties |
Performs all duties of
assigned team roles |
3.Communication |
Poor |
Less Effective |
Partially effective |
Effective |
Most Effective |
4.Convensions |
Frequent Error |
More Error |
Some Error |
Occasional Error |
No Error |
Weightage of Marks and blue
print of marks for SEE
Unit |
Major
Topics |
Hours Allotted |
Questions to
be set for SEE |
Marks weightage |
weightage (%) |
SEE Questi on to be set |
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Cognitive
Levels |
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R |
U |
Ap |
Ay |
C |
E |
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1 |
Earthen dams and canals |
9 |
20% |
40% |
40% |
0% |
0% |
0% |
15 |
5 0 |
34 |
1 |
3 |
6 |
6 |
0 |
0 |
0 |
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2 |
Tank sluice |
18 |
20% |
40% |
30% |
10% |
0% |
0% |
35 |
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7 |
14 |
10 |
4 |
0 |
0 |
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3 |
Tank weirs |
15 |
20% |
40% |
30% |
10% |
0% |
0% |
50 |
33 |
1 |
|
10 |
20 |
15 |
5 |
0 |
0 |
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4 |
Culverts |
36 |
20% |
40% |
30% |
10% |
0% |
0% |
50 |
33 |
1 |
|
5 |
T-beam bridges |
10 |
20 |
15 |
5 |
0 |
0 |
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Total |
78 |
20% |
40% |
31% |
9% |
0% |
0% |
150 |
100 |
3 |
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30 |
60 |
46 |
14 |
0 |
0 |
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