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    <ġ ٺ> /<强> | (willbook)
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2016-06-10
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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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