ó ִ ϳ ִ. ĺȭ ȯ ' ' , δڶ߸ Ȯ £ Ͽ , ڿ Ż ̰ Ǿ ̴. ̿ ȸ 䱸 å, ǹ dzƮ, Ʈ, Ʈ, ڷö ڷḦ Ͽ ǹ ǵ Ͽ.
ȯ溸 , ϼ, ó ð پ ̷е ǹ ϴ ǥ е ó ð Ͼ, ȯ , , ϼ , ȯ ٽ ִ ٷ ִ.
PART 1 Ư
1.1
1.2 ȯ(Hhydrologic cycle)
1.3
1.4
1.5 Ұ
1.6
1.7
1.7.1 е(Density)
1.7.2 ߷(Specific weight)
1.7.3 (Specific gravity)
1.7.4 (Viscosity)
1.7.5 ༺ ź
1.7.6 ǥ(Surface tension)
1.7.7 (Capillary phenomenon)
1.8
1.8.1 (Dimension)
1.8.2 (Unit)
1.8.3 ǥ
1.9
1.10
PART 2 ǥ
2.1 ǥ
2.1.1 Ź(Turbidity)
2.1.2 (Colour)
2.1.3 (Solids)
2.1.4 ħ ҿ䱸(SOD, Sediment Oxygen Demand)
2.1.5 (Water temperature)
2.1.6 (Odor)
2.2 ȭ ǥ
2.2.1 (DO, Dissolved Oxygen)
2.2.2 ̿³ (pH)
2.2.3 ȭ ҿ䱸(BOD, Bio- chemical Oxygen Demand)
2.2.4 ȭ ҿ䱸(COD, Chemical Oxygen Demand)
2.2.5 ̷ ҿ䱸(ThOD, Theore- tical Oxygen Demand)
2.2.6 ҿ䱸(TOD, Total Oxygen Demand)
2.2.7 źҷ(TOC, Total Organic Carbon)
2.2.8 浵(Hardness)
2.2.9 Į(Alk, Alkalinity)
2.2.10 굵(Acidity)
2.2.11 SAR(Sodium Adsorption Rate)
2.2.12 (LI, Langelier Index)
2.2.13 к(Fecal sterols, Copro- tanol, Coprosterol, Cholesterol)
2.2.14 (Endotoxin)
2.2.15 ܷ
2.3 ǥ
2.3.1 (Toxin or Toxicant)
2.3.2 ձ(Total coliforms)
2.3.3 к ձ(Fecal coliforms)
2.3.4 к (Fecal strepto- cocci)
2.3.5 ⼺
2.3.6 ľ(Bacteriophages)
2.3.7 ȿ 꼺
2.3.8 ӿ缼 ǰ(HPC)
2.3.9 پ缺 (SDI, Species Diversity Index)
2.3.10 (CF, Concentration Factor)
2.3.11 BIP(Biological Index of Pollution)
2.3.12 BI(Biotix Index)
2.3.13 TLm(Medum of Tolerance Limit)
2.3.14 ɷ(AGP, Algal Growth Potential)
2.4 ذ
2.5
2.6
PART 3 ڿ
3.1 ڿ
3.2
3.2.1 (Point source)
3.2.2 (Nonpoint source)
3.3
3.3.1 Ȱȯ
3.3.2
3.3.3
3.3.4 ڿ
3.3.5
3.3.6
3.4 õ
3.4.1 ۿ
3.4.2 ȭܰ
3.4.3 (DO)
3.5 ȣҼ(, Lake water)
3.5.1 (Stratification)
3.5.2 οȭ(ݣ)
3.5.3 (Green tide)
3.6 ؿ
3.6.1 (Red tide)
3.6.2 ¹
3.6.3
3.6.4 Ÿ
3.7 ϼ(Ground water)
3.7.1 ϼ
3.7.2 /ϼ Ư¡
3.7.3 /ϼ
3.7.4 ϼ å
3.8
3.9 ȯ濵
3.10
3.11
PART 4 ó ⺻ȹ
4.1 ⺻ȹ
4.1.1 ȹ(Design period)
4.1.2 ȹ
4.1.3 α
4.1.4 ȹ 1 1 ִ
4.1.5 ȹ 1 1 ձ
4.1.6 ȹð ִ
4.1.7
4.1.8 õǥ
4.1.9. 뷮 ġ
4.1.10 ϼ ä
4.1.11 Ű
4.1.12 ۼ 뼱
4.1.13 ü ȹ ⺻
4.1.14
4.1.15
4.1.16 ü
4.1.17
4.1.18
4.2 ϼ ⺻ȹ
4.2.1 ȹ ǥ
4.2.2 ȹ
4.2.3
4.2.4 ڿȲ
4.2.5. ðȹ
4.2.6 ȹ
4.2.7 ȹ ϼ
4.2.8 ȹ
4.2.9 ᷮ
4.2.10 ȹ
4.2.11 ȹ
4.2.12 ϼóü ȹ
4.2.13 ɻ
4.3
4.4
PART 5 óü
5.1 鿡 ۿϴ
5.2 ۿϴ
5.3 帧
5.3.1
5.3.2 ε
5.3.3
5.3.4
5.4 ܸ
5.5
5.6 帧
5.6.1 (Equation of continuity)
5.6.2 (Bernoullis theorem)
5.6.3 丮ÿ (Torricellis theorem)
5.6.4
5.6.5 帧ؼ
5.6.6 б 帧 ؼ
5.6.7 (Siphon)
5.6.8 (Inverted siphon)
5.6.9 (Surge tank)
5.6.10 Uڰ
5.6.11 ۿ
5.6.12
5.7 ս
5.7.1 ս
5.7.2 ԼսǼ
5.7.3 ܸȮ սǼ
5.7.4 ܸ սǼ
5.7.5 սǼ
5.7.6. սǼ
5.7.7 꿡 սǼ
5.7.8 շսǼ
5.7.9 бսǼ
5.8
5.8.1 簢 ܸ Ǹ
5.8.2 ߿ǽ(completely su-bmerged orifice)
5.8.3 ﰢ (Triangular weir)
5.8.4 簢 (Rectangular weir)
5.8.5
5.8.6 (morningglory spillway)
5.9 ϼ ð
5.9.1 ϼ
5.9.2
5.9.3
5.9.4 뼱
5.9.5 μ
5.9.6 ܾкȣ
5.9.7
5.9.8
5.9.9 ϼ
5.9.10
5.9.10 δü
5.10 ϼ δü
5.11 źν
5.11.1 ν(Corrosion Indices)
5.11.2 ν(Crown corrosion)
5.11.3 ν å
5.11.4 İ (Cleaning)
5.12
5.13
PART 6
6.1
6.2 (Lift head of pump)
6.3
6.4 ⱸ
6.5
6.6 Ư
6.7 ȸ(, Specific velocity)
6.8 Ģ
6.9 ý ΰ
6.10 ý Σ뷮
6.11
6.12 ۿ
6.13 Ƶ
6.14
6.15
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