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Measures to make Horikawa River Limpid. Implementation …

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1 Measures to make Horikawa River Limpid. Implementation by Nagoya City. Nagoya City Greenification & PublicWorks Bureau River Dep. River Plannning Div. Feb.15th.2014
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Page 1: Measures to make Horikawa River Limpid. Implementation …

1

Measures to make Horikawa River

Limpid.

Implementation by Nagoya City.

Nagoya City Greenification & PublicWorks Bureau River Dep.

River Plannning Div.

Feb.15th.2014

Page 2: Measures to make Horikawa River Limpid. Implementation …

2

■Reservation of additional water source (FY2013)

◆Downstream of Chigonomiya Bridge transmitted into Horikawa River(0.01m3/s)

Downstream of

Chigonomiya Bridge

SanageBridge

Page 3: Measures to make Horikawa River Limpid. Implementation …

3

■Removal and inflow reduction of pollutants.

◆Garbage Catcher(near Johoku Bridge) from FY2006

FY 2010 collected 2.4t

FY 2011 collected 2.3t

FY 2012 collected 1.1t

garbage collection basket

inflow gate

catching fence

catch floating garbage by

the fence using tidal river

flow toward up and

downstream

collect the garbage

in the basket

sewage

Horikawa

Suspended garbage

pick up the collected

garbage regularity

for the disposal

Drain the rain water

in case of heavy rain

collect floating garbage when the

gate gets open automatically

based on the water level

gate

water

treatmen

t centre

SanageBridge

Page 4: Measures to make Horikawa River Limpid. Implementation …

Result of water quality survey by Greenification & public warks Bureau

2.8

4.0

2.1

2.9

3.4 3.2

3.6

0.0

2.0

4.0

6.0

北清水橋

小塩橋

納屋橋

新洲崎橋

尾頭橋

紀左ヱ門橋

港新橋

BO

D(m

g/L)

導水前(H18)

導水中(第2,4,6ステージ)

導水後(第8,10,12ステージ)

第14ステージ

BOD

Before TRWKR(2006)

During TRWKR(2nd4th6thstage)

After TRWKR(8th10th12thstage))

14th Stage

Kita

sih

miz

u

Koshio

Nayabashi

Shin

suzaki

Oto

Kiz

aem

on

Koushin

BOD level was high on 14th stage at all points(without Nayabashi Bridge)

Page 5: Measures to make Horikawa River Limpid. Implementation …

7.5

5.7 5.1

4.3

3.6

4.6

6.0

0.0

2.0

4.0

6.0

8.0

10.0

北清水橋

小塩橋

納屋橋

新洲崎橋

尾頭橋

紀左ヱ門橋

港新橋

DO

(mg/

L)

導水前(H18)

導水中(第2,4,6ステージ)

導水後(第8,10,12ステージ)

第14ステージ

DO

DO level was higher on 14th stage than during TRWKR at all points without Kitashimizu Bridge near Sanage Bridge.

Result of water quality survey by Greenification & public warks Bureau

Kita

sih

miz

u

Koshio

Nayabashi

Shin

suzaki

Oto

Kiz

aem

on

Koushin

Page 6: Measures to make Horikawa River Limpid. Implementation …

6

Outline of Surveys

・We implemented Several surveys to consider

clarification measures focused on the sludge

appeared on the ebb tide.

(from Tenozaki Bridge to Sujikai Bridge)

Page 7: Measures to make Horikawa River Limpid. Implementation …

7

Outline of Surveys 【items】

・Sludge accumulation

・Deterioration of existing revetment

・Experts hearing

・Water quality

・Odor

→ check the situation by measuring.

→ check the effect of removing sludge

on the existing revetment

→ check during the ebb tide at Nayabashi and Koshio Bridge

items items:BOD,COD,SS,T-N,T-P etc.

→ focused on the difference between the smell at

the time of Sludge appeared and that of sludge submerged.

Items: Ammonia, H2S, Methyl mercaptan, Trimethylamine

Page 8: Measures to make Horikawa River Limpid. Implementation …

8

■Interim report(Naka Bridge~Gojo Bridge)

Sludge on surface

Stones of the lower layer

●Sludge layer is about 30cm thick on average (min 4㎝, max 66㎝) ●there are many stones on the lower layer at the almost all points

○ Survey of Sludge accumulation

Results

Sludge thickness average;30cm

Low watr level

Appearance of sludge

3m from the edge

Height of sludge accumulation

Height of Bed rock

Page 9: Measures to make Horikawa River Limpid. Implementation …

9

Measuring of Sheet pile thickness

Structural Drawing(S7~8 established)

八幡AⅡ型 L=4.5m

●We found the standard of the sheet pile. The sheet pile has not been repaired and embedment depth is shallow.

●We found erosion of an exposed part and deteriorated part.

●As the result of this survey and the stability analysis, we found it hard to remove sediment on the sheet pile.

●Revetment become more instable when the water level is low.

○ Survey of deterioration of existing revetment

Becoming hollow at sheet pile damaged Results

■Interim report(Naka Bridge~Gojo Bridge)

Page 10: Measures to make Horikawa River Limpid. Implementation …

10

We survey

○the accumulating odor when the sludge appeared

○the accumulating odor when the sludge is submerged

○the odor emitted by the sludge collected

●We found H2S when the sludge appeared at the ebb tide.

(that level exceeds regulation level of the offensive odor control low.)

●We found coliform group exceeds regulation level of the water pollution prevention act.

*River is not itself subject of the offensive odor control low and the water pollution prevention act.

○ Odor survey

Results

We have an exparts’hearing after these surveys

■Interim report(Naka Bridge~Gojo Bridge)

Page 11: Measures to make Horikawa River Limpid. Implementation …

11

■Exparts’hearing

◎About clarification measures.

・Overlaying sand is one of the suited way.

・It’s better to improve clarification measures as mixing clarification

goods with overlaying sand.

・We had better try to improve Horikawa River bottom sediment with a

columnar improvement.

・We oppose the vegetation for water clarification because its

maintenance require much effort and it remain as an organic matter if

we don’t collect.

・Measure to H2S is important when we take in account an odor or an

organism living.

◎About damming

・It’s impractical to dam because of a flood control, an inflow water and

an ebb and flow of the tide.

・ There is a possibility the deteriorated revetment crumbled due to releasing a water pressure by damming.

・There are some problems of odor or sanitation in public participation.

Opinions


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