
| A training manual in conducting a workshop in the design, construction, operation, maintenance and repair of hydrams |
| Session 16: Use of multiple rams (1½ hours) |
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Time 1½ hours
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Objective: |
By the end of this session trainees will describe how multiple rams, in series or parallel can be used in situations where h:H ratio, L:D ratio, or D make single ram unpractical or impossible. |
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Overview: |
In small groups, trainees will solve problems to determine that single ram is impossible, and describe and size multiple system for meeting water need. Large group will discuss advantages/disadvantages of these systems, including cost efficiency. |
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Materials: |
Handouts 16A, 16B, 16C, 16D |
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Problems 16A, 16B, 16C on flip chart |
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Flip charts, markers |
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Procedures: |
Notes |
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1. Introduce session by reviewing limitations of hydram in terms of: |
10 min. |
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- maximum h:H |
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- L: D ratios |
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- cost of galvanized pipe in large sizes |
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State objectives of session. |
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2. Form 3 small groups and assign each group one problem form Handout 16D. Distribute the relevant diagram (16A, B. or C) to the appropriate group. |
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The group task is to: |
Allow 30 minutes for this. |
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- solve problem |
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- determine why single ram will not work |
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- study diagram and determine why the multiple ram arrangement will work |
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- size the multiple ram system |
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- plan 10 minute presentation to the large group |
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3. Representatives from each group present and answer questions. |
30 min. |
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4. Ask large group to describe any additional advantages/disadvantages of multiple ram systems, any other situation they might be used in. |
10 min. |
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5. Ask participants what application series/parallel rams have at their sites. |