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Chapter 6 Environmental Quality in Construction Areas
2007-12-13
Article type: Translated

6.1 Hydrological and Meteorological Conditions

6.1.1 Hydrological characteristics

In 2005, actual statistics from Huanglingmiao Hydrological Station downstream the Three Gorges Pivotal Project indicated that the annual average flow was 14,600 m3/s with the maximum of 47,900 m3/s on July 10 and the minimum of 3,680 m3/s on February 18. The annual average sediment discharge rate was 3.27 t/s, and the average sand concentration was 0.224 kg/m3. The maximum average sand concentration in the monitored section was 1.43 kg/m3 occurring on August 21, and the minimum was 0.001 kg/m3 on Feb.9 and December 25. Compared with the previous year, the annual average flow, annual average sediment discharge rate and average sand concentration increased to some extents.

Table 6-1  Monthly statistics of water flow of Huanglingmiao Hydrological Station in 2005

Unit: m3/s

Month

Jan.

Feb.

Mar.

Apr.

May

Jun.

Jul.

Aug.

Sept.

Oct.

Nov.

Dec.

Average

4990

4390

5460

7120

13100

17600

28800

36500

22800

17800

9400

5650

Maximum

6230

7790

8130

10000

20000

24900

47900

47500

47200

33100

14600

7480

Minimum

4140

3680

4120

4940

7140

12800

16400

24600

14000

13200

6170

4070

 

Table 6-2  Monthly statistics of sand concentration of Huanglingmiao
Hydrological Station in 2005

Month

Jan.

Feb.

Mar.

Apr.

May

Jun.

Jul.

Aug.

Sept.

Oct.

Nov.

Dec.

Average

0.002

0.002

0.003

0.004

0.011

0.034

0.392

0.54

0.237

0.075

0.015

0.003

Maximum

0.003

0.004

0.003

0.005

0.023

0.06

0.965

1.43

0.487

0.243

0.024

0.007

Minimum

0.002

0.001

0.002

0.003

0.003

0.014

0.035

0.178

0.049

0.013

0.006

0.001

 

6.1.2 Meteorological characteristics

In 2005, 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 precipitation was less than historical average.

¡ñ Precipitation

The annual precipitation in the construction area totaled 984.6mm, 14.7% less than the historical average. The annual precipitation was quite uneven in the twelve months mainly dominating from May to September. The maximum daily rainfall reached 137.0 mm on July 10. The longest consecutive rainy days across the year reached 11 days occurring in August and the longest non-precipitation consecutive period lasted for 28 days occurring in December. A total of 34 days experienced thunderstorms in the whole year.

¡ñ Temperature

The annual average temperature in the construction area was 17.0¡æ, 0.2¡æ lower than the historical average. The highest temperature reached 40.8¡æ on July 4, and the lowest temperature was -2.4¡æ on January 1.

¡ñ Wind speed

The annual average wind speed was 1.4 m/s with the extreme speed hitting 16.8 m/s on August 13. 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 2005

Month 

Jan.

Feb.

Mar.

Apr.

May

Jun.

Jul.

Aug.

Sept.

Oct.

Nov.

Dec.

Whole year

Temperature

Temperature (¡æ)

4.8

4.4

11.2

19.8

21.6

26.8

28.5

25.2

23.6

17.5

14

7

17

Difference to the historical average (¡æ)

-1

-3.6

-0.5

2

-0.2

1.6

1

-1.5

0.3

-0.2

1.3

-0.8

-0.2

Precipitation

Precipitation (mm)

12.1

36.1

31.4

45.6

124.5

63.3

229.8

266.2

94.2

63.7

12.3

5.4

984.6

Difference to the historical average (%)

-10.6

1.1

-20.6

-39.3

-23.2

-86.6

25

64.8

-4.6

-28.2

-33.1

-14.5

-169.8

Wind speed

Average (m/s)

1.7

1.6

1.6

1.5

1.1

1.3

1.3

1.1

1.1

1.3

1.4

1.5

1.4

Maximum (m/s)

7.7

6.6

9.3

8.7

6.1

10.3

7.9

10.5

9.4

5.1

6.1

6.7

10.5

Extreme (m/s)

11.1

10.3

14.3

15.3

9.7

16.2

14.3

16.8

15.4

9.9

9.7

11.6

16.8

 

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 Ambient Air Quality Standard (GB3095-1996).

In 2005, the annual average concentration of SO2 in the construction area was 0.043 mg/m3, meeting Grade II national air quality standard.

The annual average level of NO2 was 0.029 mg/m3, meeting Grade I national air quality standard. The daily average concentration of SO2 of each day of 2005 met or was better than Grade II national air quality standard with only one exception. In addition, all the daily average concentrations of NO2 met Grade I air quality standard in the year.

The annual average concentration of total suspended particles (TSP) in the construction area was 0.195 mg/m3, meeting Grade II national 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. In the construction area, the percentage of days whose daily average of TSP meeting Grade I air quality standard was 18.2%, that meeting Grade II air quality standard was 54.7%, that meeting Grade III air quality standards was 20.4% and that failing to meet Grade III standard was 6.6% of the total respectively.

The overall ambient air quality in the construction area during 2005 had some improvement compared with that of the previous year. The annual average concentration of NO2 remained unchanged; the annual average of SO2 increased a bit, and the annual average level of TSP went down by 39.6%. TSP remained to be the dominant pollutant in ambient air of the construction area.

6.3 Water Quality

According to the Environmental Quality Standard 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 surfactants were added to the list for the assessment of the 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 2005, all meeting or being superior to Grade II national surface water quality standard. Compared with in 2004, the concentration of suspended particles of the water of the sections of the mainstream of the Yangtze River under construction project had a further drop while other monitoring indicators were relatively stable. The water quality of Letianxi Section shifted to Grade II from Grade I in the second quarter, but remained the same in other seasons.

Table 6-4  Water quality of the mainstream sections of the Yangtze River
in the construction area in 2005

Section name

The 1st quarter 

The 2nd quarter

The 3rd quarter

The 4th quarter

Whole year

Taipingxi

¢ñ

¢ò

¢ò

¢ñ

¢ò

Letianxi

¢ñ

¢ò

¢ò

¢ñ

¢ò

 

Table 6-5  Water quality of alongshore water areas of the Yangtze River in the construction area in 2005

Sampling point

The 1st quarter 

The 2nd quarter

The 3rd quarter

The 4th quarter

The whole year

Left bank (30m away from the bank)

Upstream navigation channel

¢ñ

¢ò

¢ò

¢ñ

¢ñ

Downstream navigation channel

¢ñ

¢ò

¢ò

¢ñ

¢ò

Right bank (30m away from the bank)

Auxiliary dam

¢ñ

¢ò

¢ò

¢ò

¢ò

 

6.4 Noise

The average daytime and night noise of the office and residential areas of the construction area in 2005 was 57.8 dB and 51.3 dB respectively. The average daytime noise met Grade II standard of the Standard for Urban Regional Environmental Noise (GB3096£­93), while the night noise met Grade III national noise standard. The daytime and night 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 Noise Limit for the Boundary of Construction Sites (GB 12523£­90).

Environmental noise of each area of the construction sites enjoyed some improvement compared with that of the previous year. The average daytime and night noise levels of the office and residential areas dropped by 1.0 dB and 0.9 dB respectively. The average daytime and night noise levels of the construction sites decreased by 3.0 dB and 3.3 dB respectively. The average traffic noise of all the construction sites reduced by 2.2 dB compared with that of the previous year.

 

 


 

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