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Water Resources Engineering Course Code: 22501, , , , Program Name : Civil Engineering Program Group, Program Code : CE/CR/CS, , Semester : Fifth, , Course Title : Water Resource Engineering, Course Code 122501, , 1. RATIONALE, , Water is very important resource for the life of humans and plants and therefore need to be, optimally used and conserved. In today’s age, there is demand of water and is growing day by, day, thus resulting in scarcity of water. Moreover, in India there is uncertain and inequitable, rainfall. Therefore, every drop of water is required to be harnessed appropriately using the, relevant technological tools and principles. Accordingly, Irrigation structures (dams, canals, and allied structures etc), which basically are the backbone structures in the system used to, preserve and conserve the water source. In the planning, design, construction, and, maintenance of these structures, Civil engineers have a significant role to play. Thus, this, course will enable the students to apply and use the basic principles and practices related to, irrigation engineering at site. This will help them to implement various schemes like farm, ponds, Jalayukt shivar etc. along with conventional irrigation systems., , 25 COMPETENCY, The aim of this course is to help the student to attain the following industry identified, competency through various teaching learning experiences:, , e Design simple irrigation systems., , 3. COURSE OUTCOMES (COs), , The theory, practical experiences and relevant soft skills associated with this course are to be, taught and implemented, so that the student demonstrates the following industry oriented, COs associated with the above mentioned competency:, , Estimate hydrological parameters., , Estimate crop water requirements of a command area and capacity of canals., , Maintain irrigation structures., , Execute the Minor and Micro Irrigation Schemes., , Select the relevant Diversion Head works for the’specific site conditions., , Design, construct and maintain simple Canal structures., , me aoop, , 4, TEACHING AND EXAMINATION SCHEME, , aching Examination Scheme, Credit Theory Practical, Lr] p [Ott Pye per |_ESE PA Total ESE | PA Total, Hrs. [Max [Min | Max [Min | Max | Min] Max | Min | Max | Min | Max | Min, 3f-[2] 5 3 | 70 | 28] 30* | 00| 100 | 40 | 25@]| 10 | 25 | 10 | so | 20, , , , , , , , , , (*): Under the theory PA, Out of 30 marks, 10 marks are for micro-project assessment to, facilitate integration of COs and the remaining 20 marks is the average of 2 tests to be taken, , , , during the semester for the assessment of the cognitive domain UOs required for the, , attainment of the COs. sae CaO, & >, st G, , , , MSBTE - Final Copy Dt. 25.04.2019 Page 1 of 9

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Water Resources Engineering Course Code: 22501, , Legends: L-Lecture; T — Tutorial/Teacher Guided Theory Practice; P - Practical; C — Credit,, ESE - End Semester Examination; PA - Progressive Assessment., , 5. COURSE MAP (with sample COs, PrOs, UOs, ADOs and topics), , This course map illustrates an overview of the flow and linkages of the topics at various levels, of outcomes details in subsequent sections) to be attained by the student by the end of the, course, in all domains of learning in terms of the industry/employer identified competency, depicted at the centre of this map., , , , nL UDO TE Riise eaten preRticar, , , , , , , , , , \_ gominston process, ie diversion head work, weit, V0 4e—Desente Se oS, construction of s, , > goaersied sotiemes ., , , , , , , , , , , joy Se he es, etion hid Worl DZ, , , , a=, , A CoKn-Deigs, construct ann, ‘muaintain simple, , Qh aitipemes, , , , , , , , , \ ooo,, , X77 UO Drawa” \,, thie kee al, , , , , , , , , , Ne a, , , , levels and, , , , , , , , Figure 1 - Course Map, 6. SUGGESTED PRACTICALS/ EXERCISES, , The practicals in this section are PrOs (i.e. sub-components of the COs) to be developed and, assessed in the student for the attainment of the competency., , , , _ Approx. ], $ Practical Outcomes (PrOs) Unit Hrs., No. No. :, required, , , , Calculate average rainfall for the given area using arithmetic, , , , , , , , , , , , , , I mean method . _ !, 2 Calculate average rainfall for the given area using isohyetal I, _~__| ,Theissen polygon method . _, 3 _| Delineation of the contributory area for the given outlet from the I, , , , , , , , , , MSBTE — Final Copy Dt. 25.04.2019 Page 2 of 9

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Water Resources Engineering, , Course Code: 22501, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , — 7 c Approx. |, S. Practical Outcomes (PrOs) Unit Hrs., No. No. 7, a 7 required, given topo-sheet., | 4 | Compute the yield of the Catchment area demarcated in Sr.No. 2, I 2°, 5 Estimate crop water requirement for the given data. Il 2*, 6 | Estimate capacity of the canal for the given data. Il 2F i, 7 Calculate reservoir capacity from the given data. I QF, 8 Calculate control levels for the given data for the given reservoir. | 2%, 9 Draw a labeled sketch of the given masonry/earthen dam section. | Ill 2, 10 Draw the theoretical and practical profile of the given gravity dam Ill 2, “ __| section. |, ll Prepare a p a presentation on the technical details of any one micro IV 2, "_| or minor irrig: scheme., Prepare a mo f any irrigation structure using suitable, 12 * IV 2, material. - —, Prepare a maintenance report for any major/minor irrigation, 13 ‘i og es 7 LIV 2*, ~~ __| project site in the vicinity of your area, based on field visit., 14 Prepare summary of the technical details of any existing water LIV 2, resource project in the vicinity of your area. °, Draw a labeled sketch of the given diversion head works and CD, 15 V,VI oe, works. :, Design a canal section for the given conditions with estimation of, 16 : . ; oe ‘ : VI 2s, the quantity of material required for lining of the given canal., Total 32, Note, , i. A suggestive list of PrOs is given in the above table. More such PrOs can be added to, attain the COs and competency. A judicial mix of minimum 12 or more practical need to be, , performed, out of which, the practicals marked as ‘*’, reaches the ‘Precision Level’ of Dave's, , required by the industry., ii, The ‘Process’ and ‘Product’ related skills associated with, , laboratory/workshop/field work is to be ass, , , , below:, , S.No., , AR WN, , Performance Indicators, Initiative of student in collecting data and computation., Ability to work with the team/group., Comprehension and presentation skill,, Correctness of design calculations and drawings., Punctuality and neatness., Total, , are compulsory, so that the student, ‘Psychomotor Domain Taxonomy’ as generally, , each PrO of the, sed according to a suggested sample given, , Weightage in %, , The above PrOs also comprise of the following social skills/attitudes which are Affective, Domain Outcomes (ADOs) that are best developed through the laboratory/field based, experiences:, , a., , b., c., d, , Follow safety practices on site., , Demonstrate working as a leader/a team member., , Maintain and preserve reference drawings. maps and equipment., Follow ethical practices., , , , ‘MSBTE — Final Copy Dt. 25.04.2019 Page 3 of 9

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Water Resources Engineering Course Code: 22501, , , , The ADOs are not specific to any one PrO, but are embedded in many PrOs. Hence, the, acquisition of the ADOs takes place gradually in the student when s/he undertakes a series of, practical experiences over a period of time. Moreover, the level of achievement of the ADOs, according to Krathwohl’s ‘Affective Domain Taxonomy’ should gradually increase as planned, below:, , ¢ ‘Valuing Level’ in 1" year., , ¢ ‘Organising Level’ in 2" year., , e ‘Characterising Level’ in 3" year., , A MAJOR EQUIPMENT/ INSTRUMENTS REQUIRED, The major equipment with broad specification mentioned here will usher in uniformity in, conduct of experiments, as well as aid to procure equipment by administrators., , , , , , , , , , , , , , ie Equipment Name with Broad Specifications PrO. S.No., 1 Technical Drawings, maps, topo-sheets 1, , 2 _| Digital planimeter. 2, | 3 Drawings sheet 4, , 4 _| Drawing instruments 5, , 5__| Computing devices _ 6, , , , , , , , 8. UNDERPINNING THEORY COMPONENTS, , The following topics/subtopics should be taught and assessed in order to develop UOs in, cognitive domain for achieving the COs to attain the identified competency. More UOs could, be added., , , , , , , , Unit Unit Outcomes (UOs) Topics and Sub-topics, = (in cognitive domain) _|, Unit -I la. Estimate average rainfall in the | 1.1. Irrigation and its Classification on, Introducti given situation using the given the basis of purpose and surface., on to method. 1,2. Hydrology : Definition and, Irrigation |b. Estimate runoff and flood Hydrological cycle,, and discharge in the given situation. | 1.3. Rain Gauge : Symons rain gauge,, Hydrology |lc. Calculate dependable yield automatic rain gauge,, from the given catchment for the | 1.4. Methods of calculating average, given data. rainfall: Arithmetic mean, Isohyetal,, Id. Describe ill effects of excess and Theissen polygon method., irrigation in the given situation. | 1.5, Runoff, Factors affecting Run off,, le. Classify the irrigation projects Computation of run —off., on the basis of given condition. | 1.6. Maximum Flood Discharge, If. Justify the need of Irrigation for measurement : Rational method and, the given area. empirical methods. Simple, 1g. Describe the advantages and ill numerical problems., effects of the Irrigation in the 1.7. Yield and Dependable yield of a, given situation. catchment, determination of, Ih. Explain the construction and dependable yield., functioning of the given type of, rain gauge., Compute the Maximum Flood, Discharge using the relevant, , , , , , , , , , , , MSBTE — Final Copy Dt. 25.04.2019 Page 4 of 9

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Water Resources Engineering, , Course Code: 22501, , , , , , , , , , , , , , , , , , , , method from the given data., Unit - IT | 2a. Estimate crop water requirement | 2.1 Crop Water requirement : Cropping, Crop wate in the given situation. seasons, Crop period, base period,, requiremen | 2b. Estimate capacity of canal for Duty, Delta, CCA, GCA, intensity, t and the given data. of irrigation, factors affecting duty,, Reservoir | 2c. Undertake/conduct survey for Problems on water requirement and, Planning the given irrigation project. capacity of canal., 2d.Calculate reservoir capacity 2.2 Methods of application of irrigation, from the given data. water and its assessment., 2e. Suggest relevant measures of 2.3. Surveys for irrigation project, data, silt control in a given situation collection for irrigation project., with justification. 2.4 Area capacity curve., 2f. Calculate control levels for the | 2.5 Silting of reservoir : Rate of silting,, given reservoir from the given factors affecting silting and control, data. measures., 2g. Establish the relationship 2.6 Control levels in reservoir., between duty, delta and base 2.7 Simple numerical problems on, period. _| Fixing Control levels., Unit- IIT 3a. Draw a labeled sketch of given 3.1 Dam and its classification: Earthen, Dams And type of dam. dams and Gravity dams (masonry, Spillways | 3b. Draw theoretical and practical and concrete)., profile of given gravity dam 3.2 Earthen Dams —Components with, section. function, typical cross section,, 3c. Suggest preventive measures for seepage through embankment and, the given type of dam failure foundation and its control., with justification. 3.3 Methods of construction of earthen, 3d. Propose the types of spillways dam, types of failure of earthen dam, and energy dissipaters for the and preventive measures., given type of dam with 3.4 Gravity Dams —Forces acting on, justification. dam, Theoretical and practical, 3e. Suggest the relevant type(s) of profile, typical cross section,, gate for the given type of dam(s) drainage gallery, joints in gravity, with justification. dam, concept of high dam and low, 3f. Suggest suitable measures to dam., maintain the given earthen dam | 3.5 Spillways-Definition, function,, with justification. location and components., 3g. Compare the earthen dam with 3.6 Emergency and service spillway gravity dams with respect to the ogee spillway and bar type spillway,, given criteria such as seepage, discharge over spillway. Energy, foundation, construction and dissipation, Spillway with and, maintenance. without gates., 3.7 Gates- Radial and Vertical., Unit-IV 4a. Describe the process of 4.1 Bandhara irrigation : Layout,, Minor and construction of watershed components, construction and, Micro scheme of farm pond for the working, solid and open bandhara., Irrigation given area. 4.2 Percolation Tanks — Need, selection, 4b. Explain the procedure of of site., construction of Bandhara, 4.3 Lift irrigation scheme-Components, Percolation tanks and any type and their functions, lay out & Go, of minor and micro irrigation 4.4 Drip and Sprinkler Irrigy Bn- Neel:, L__ schemes. a components, Layout, or ie, €, _ «, MSBTE — Final Copy Dt. 25.04.2019 Page 5 0f9