CTC 450 LECTURES
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Lecture
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Ch. |
Subject |
Assignment |
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1 |
Read Chapter 1 |
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2 |
Ch 2: 4,15,24,33 |
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3 |
Ch 3: 24,30,31, #40--use excel/see Ch 2/ppm=mg/l |
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4 |
Fluid Statics (hydrostatic forces on horizontal and vertical rectangular surfaces) |
Ch 4: 1,2,3 |
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4 |
Fluid Statics (hydrostatic forces on inclined submerged planes; buoyancy) |
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4 |
Fluid Flow Concepts (velocity, types of flow, Reynold’s number, continuity equation) |
Ch 4: 4, 5 |
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4 |
Bernoulli’s Equation (EGL/HGL graphs) |
Ch 4: 6,7; HW 7 |
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4 |
Energy Equation (turbines, pumps, head losses) |
Ch 4: None |
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4, H |
Head Loss Due to Friction (Darcy-Weisbach; Hazen-Williams); other head losses |
Ch 4: 8, 11, 16; Haestad Example 1-5 (pg 18) |
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4 |
Ch 4: 20, 27 and 28 |
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4 |
Hardy-Cross Method to determine flow distribution |
Handout (10.109 &10.110) For 10.110 start w/ 5,5,10 (top to bottom) |
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4 |
Ch 4: 37, 39, 50, 52 |
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5,6 |
Ch 5: 13,16, 21,26 and Ch 6: 15,16,22 (set will not be graded but material may be on final-Ch 6: 22 answers—a) 4779 gpm, 1.8E6 gal and 26%; b) 9558 gpm, 3.1E6 and 45% |
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7 |
Ch 7 : 3,8 |
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7 |
Ch 7: 43,58, 59 |
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8 |
Ch 8: 4 |
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9 |
Ch 9: 4,7 |
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10 |
Ch 10: 5, 14, 21 |
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11 |
Wastewater Processing (Primary) |
Ch 11: 13,15 |
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11 |
Wastewater Processing (Secondary) |
Ch 11: 21 |
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11 |
Wastewater
Processing (Waste Sludge) |
Ch 11 : 37 |
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11/12 |
Ch 12: 8 |
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13 |
Ch 13: 11,22 |
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14 |
Ch 14: 2,6 |
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Last Modified: December 4, 2025