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Chapter 6 Environmental Quality in Construction Area
2007-12-14
Article type: Translated

6.1 Hydrological and Meteorological Conditions

6.1.1 Hydrological characteristics

In 2004, actual statistics from Huanglingmiao Hydrological Station in the downstream of the Three Gorges Pivotal Project indicated that the annual average flow was 13,000m3/s with the maximum of 60,900m3/s on September 9 and the minimum of 3,560m3/s on January 30 and February 1. The annual average sediment discharge rate was 2.01 t/s, and the average sand concentration was 0.155 kg/m3. The maximum average sand concentration in the monitored section was 1.82 kg/m3 occurring on September 9, and the minimum was 0.001 kg/m3 on December 26. Compared with the previous year, the annual average sediment discharge rate and average sand concentration dropped to some extents.

Table 6-1 Monthly statistics of water flow of Huanglingmiao Hydrological Station in 2004

Unit: m3/s

Month

Jan.

Feb.

Mar.

Apr.

May

Jun.

Jul.

Aug.

Sep.

Oct.

Nov.

Dec.

Average

4520

4310

5420

7120

11700

20600

22900

20000

28200

15900

9730

6100

Maximum

5360

5430

7430

11000

18700

31100

36000

26300

60900

23000

12900

9690

Minimum

3560

3560

4060

5120

6950

11300

17100

14900

16900

10600

7360

4740

 

Table 6-2 Monthly statistics of sand concentration of Huanglingmiao Hydrological Station in 2004

Unit: kg/m3

Month

Jan.

Feb.

Mar.

Apr.

May

Jun.

Jul.

Aug.

Sep.

Oct.

Nov.

Dec.

Average

0.002

0

0.004

0.005

0.007

0.044

0.153

0.1

0.606

0.038

0.006

0.002

Maximum

0.003

0

0.007

0.007

0.012

0.076

0.387

0.18

1.82

0.07

0.011

0

Minimum

0.002

0

0.003

0.004

0.004

0.012

0.029

0.03

0.043

0.01

0.004

0

 

6.1.2 Meteorological characteristics

In 2004, the climate in the Three Gorges Reservoir area was characterized by mild weather with less rainfall and higher-than-normal temperature. The temperature of most months of the year turned out to be normal. The rainfall in spring and autumn was less than historical average, and the rainfall in summer was a bit less than the historical average.

● Precipitation

The annual precipitation in the construction area totaled 885.8mm, 25.6% less than the historical average. The annual precipitation was quite uneven in the twelve months. To be specific, the rainfall in March, April and October decreased by more than 50%; July also saw obvious decline in precipitation. However, January experienced relatively more rainfall, and only one rainstorm hit the area in August throughout the whole year. A total of 131 days experienced rainfall with the maximum daily precipitation of 53.6mm on August 21. The longest period of rainy days was ten consecutive days occurring in July while the longest period without any precipitation lasted for 17 consecutive days in February.

● Temperature

The annual average temperature in the construction area was 17.3℃, 0.1℃ higher than the historical average. The highest temperature reached 40.3℃ on July 27, and the lowest temperature was -2.1℃ on January 27. There were 28 days experiencing thunderstorms in the whole year.

● Wind speed

The annual average wind speed was 1.5m/s with the extreme speed hitting 29.8m/s on July 9. The wind direction changed frequently over the year with the dominant wind direction of NNW, accounting for 20% of the total.

 

Table 6-3 Statistics of important meteorological elements in the Three Gorges Dam Area in 2004

Month 

Jan.

Feb.

Mar.

Apr.

May

Jun.

Jul.

Aug.

Sep.

Oct.

Nov.

Dec.

Whole year

Temperature

Temperature (℃)

5.1

10.1

12.9

19.4

21.7

24.2

27.3

25.9

23

17.2

13.4

7.6

17.3

Difference to the historical average (℃)

-0.8

1.9

1.3

1.9

-0.1

-1

-0.2

-1

-0.3

-0.5

0.9

-0.3

0.1

Precipitation 

Precipitation (mm)

39

41

18.2

32.7

155

114.3

120.8

195.3

85.8

20.5

47.4

15.8

885.8

Difference to the historical average (%)

77.9

19.2

-67.8

-64.7

4

-28.6

-42.4

-0.6

-14.4

-79.5

-1.3

-26.2

-25.6

Wind speed

Average (m/s)

1.5

1.6

1.7

1.6

1.5

1.3

1.2

1.4

1.4

1.5

1.6

1.7

1.5

Maximum (m/s)

7

7.6

8.9

8.6

10.8

8.4

11.9

7.1

6.4

6.5

6.1

5.8

11.9

Extreme (m/s)

12.3

13.6

14.5

14.2

18.3

14.7

29.8

11.1

11

9.7

9.5

10.5

29.8



6.2 Air Quality

The assessment of the ambient air quality of the construction area (including office buildings, residential areas and construction sites) was conducted in accordance with the "Ambient Air Quality Standards (GB3095-1996)".

In 2004, the annual average concentration of SO2 in the construction area was 0.024 mg/m3, meeting Grade II national air quality standard. The annual average level of NO2 was 0.022 mg/m3, meeting Grade I national air quality standard. The daily average concentration of SO2 of all the days in 2004 met or was superior to Grade II national air quality standard. In addition, all the daily average concentrations of NO2 met Grade I air quality standard in 2004.

The annual average concentration of total suspended particles (TSP) in the construction area was 0.323 mg/m3, inferior to Grade III air quality standard. Among them, all the daily average concentrations of TSP in office and residential areas met or were better than Grade III air quality standard with the exception of only one single day. In the construction area, the percentage of days with the daily average of TSP meeting Grade I air quality standard was 14.8%, that meeting Grade II air quality standard was 38.5%, that meeting Grade III air quality standards was 17.0% and that failing to meet Grade III standard was 29.6% of the total respectively.

The overall ambient air quality in the construction area during 2004 deteriorated to some extent compared with that of the previous year, which was subject to the excavation of the right bank construction projects. The annual average concentration of NO2 remained unchanged; the annual average of SO2 increased a bit, and the annual average level of the TSP rose by 47.5%. TSP remained as the dominant pollutant in ambient air of the construction area.

6.3 Water Quality

According to the "Environmental Quality Standards for Surface Water (GB3838-2002)", 13 items such as pH value, dissolved oxygen, ammonia nitrogen, COD, permanganate index, BOD5, volatile phenol, cyanide, arsenic, hexavalent chromium, copper, lead and cadmium were included to assess the water quality in the construction area. Anionic surface-active agents were added to the list for the assessment of water quality of waters near or along the bank.

The water quality of all sections in mainstream of the Yangtze River and waters near the bank was good in 2004, all meeting or being superior to Grade II water quality standard. Compared with 2003, the concentration of suspended particles had a further drop while other monitoring indicators were relatively stable.

 

Table 6-4 Water quality of the mainstream sections of the Yangtze River in the construction area in 2004

Section name

The 1st quarter 

The 2nd quarter

The 3rd quarter

The 4th quarter

Whole year

Taipingxi

Dongyuemiao

Letianxi

 

Table 6-5 Water quality of alongshore water areas of the Yangtze River in the construction area in 2004

Sampling point

The 1st quarter 

The 2nd quarter

The 3rd quarter

The 4th quarter

Whole year

Left bank (30m away from the bank)

Upstream navigation channel

Downstream navigation channel

Right bank (30m away from the bank)

Auxiliary dam

6.4 Noise

The average daytime and nighttime noise of the office and residential areas of the construction area was 58.8 dB and 52.2 dB respectively. The average daytime noise met Grade II standard of the "Standard Environmental Noise of Urban Area (GB3096-93)", while the nighttime noise met Grade III national noise standard. The daytime and nighttime sound equivalent levels of the construction area were in conformity with the requirements for the noise limits of production workshop and operational sites stipulated by the "Design Standards for the Control of Noise of Industrial Enterprises (GBJ87-85)". The noise level at sensitive points outside the boundary was in conformity with the "Requirements of the Noise Limit for the Boundary of Construction Sites (GB12523-90)".

The average daytime and nighttime noise levels of the office and residential areas dropped by 1.8 dB and 1.6 dB respectively compared with that of 2003. The average daytime and nighttime noise levels of the construction sites decreased by 3.6 dB and 4.5 dB respectively. The average traffic noise of the construction sites was reduced by 2.4 dB compared with that of 2003.

(This English version is for your reference only.In case any discrepancy exists between the Chinese and English context, the Chinese version shall prevail.)
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