From that we have:
Standard Deviation (S): 0.1532 Mean: 0.45 Degrees of Freedom (n-1): 6
The t value is checked in the table with 99% confidence: 3.143 GHPH= t X S = 3.143 X 0.153 = 0.48( g/l).
3.9 Analysis of lead and cadmium in sediment and soil samples
3.9.1. Analysis of lead and cadmium in soil and sediment samples
We conducted analysis to determine the content of cadmium and lead forms in soil and sediment samples according to the procedure (as shown in Figure 1.2):
Weigh accurately 1 g of the dried sample into a 50 ml centrifuge tube, add 10 ml of 1M CH 3 COONH 4 , shake well for 1 hour with a shaker at room temperature, then centrifuge at 3000 rpm for 15 minutes to collect the exchange fraction (F1) in the extract.
The remaining residue was continued to add 20 ml of CH 3 COONH 4 1M acidified to pH = 5 with CH 3 COOH, shaken well for 5 hours with a shaker at room temperature, then centrifuged at 3000 rpm for 15 minutes to collect the carbonate-bound fraction (F2) in the extract.
The remaining residue was added with 20 ml of NH 2 OH.HCl 0.04M in (v/v) 25% HOAc, shaken well for 5 hours at 95 0 C with a shaker, then centrifuged at 3000 rpm for 15 minutes to collect the fraction bound to iron - manganese oxide (F3) in the extract.
Add 10 ml of CH 3 COONH 4 3.2M in 20% HNO 3 to the residue, shake well at room temperature for 0.5 hour, then centrifuge at 3000 rpm for 15 minutes to collect the fraction associated with organic compounds (F4) in the extract.
The remaining residue was transferred to a 50 ml glass beaker, 21 ml of hydrochloric acid was added, then 7 ml of nitric acid (aqua regia mixture) was slowly added, and soaked.
for 16 hours at room temperature then reflux at 80 0 C for 2 hours until almost dry. Cool, make up to 25 ml with distilled water and filter to get the solution containing lead and cadmium in the form of excess residue (F5).
3.9.2. Analysis to determine total lead and cadmium content in sediments and soils
Soil and sediment samples were also digested with aqua regia: Weigh 1 g of dry sample into a 50 ml glass beaker and proceed as with the residue.
Determination of content by HTNT method with flame and flameless techniques.
The test was carried out 3 times, each time at each sampling location, 2 parallel samples were taken under the same conditions, rough errors were eliminated and the results were processed. The results are presented in tables 3.21 and 3.22:
Table 3.21 Concentrations of lead and cadmium forms and total metals in sediments
Sampling location
Forms | Pb(mg/kg) | Cd(mg/kg) | |
Cau Dien | F1 | 0.09 ± 0.01 | 0.254 0.013 |
F2 | 23.81 ± 0.29 | 0.609 0.030 | |
F3 | 20.00 0.23 | 0.406 ± 0.020 | |
F4 | 3.81 ± 0.19 | 0.036 0.002 | |
F5 | 43.95 ± 1.20 | 0.158 ± 0.008 | |
Total 5 forms | 91.67 ± 1.28 | 1.463 0.073 | |
Total water destruction | 86.5 ± 0.31 | 1.193±0.006 | |
Thanh Liet | F1 | 0.03 ± 0.01 | 0.990 0.049 |
F2 | 7.62 ± 0.38 | 4.569 0.228 | |
F3 | 15.24 0.76 | 2.183 0.109 | |
F4 | 1.87 ± 0.09 | 0.508 ± 0.025 | |
F5 | 52.15 ± 1.61 | 0.825 0.041 |
Maybe you are interested!
-
Solutions for tourism development in Tien Lang - 10
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zt2a3gstourism, tourism development
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- District People's Committees and authorities of communes with tourist attractions should support, promote, and provide necessary information to people, helping them improve their knowledge about tourism. Raise tourism awareness for local people.
*
* *
Due to limited knowledge and research time, the thesis inevitably has shortcomings. Therefore, I look forward to receiving guidance from teachers, experts as well as your comments to make the thesis more complete.
Chapter III Conclusion
Through the issues presented in Chapter II, we can come to some conclusions:
Based on the strengths of available tourism resources, the types of tourism in Tien Lang that need to be promoted in the coming time are sightseeing and resort tourism, discovery tourism, weekend tourism. To improve the quality and diversify tourism products, Tien Lang district needs to combine with local cultural tourism resources, at the same time combine with surrounding areas, build rich tourism products. The strengths of Tien Lang tourism are eco-tourism and cultural tourism, so developing Tien Lang tourism must always go hand in hand with restoring and preserving types of cultural tourism resources. Some necessary measures to support and improve the efficiency of exploiting tourism resources in Tien Lang are: strengthening the construction of technical facilities and labor force serving tourism, actively promoting and advertising tourism, and expanding forms of capital mobilization for tourism development.
CONCLUDE
I Conclusion
1. Based on the results achieved within the framework of the thesis's needs, some basic conclusions can be drawn as follows:
Tien Lang is a locality with great potential for tourism development. The relatively abundant cultural tourism resources and ecological tourism resources have great appeal to tourists. Based on this potential, Tien Lang can build a unique tourism industry that is competitive enough with other localities within Hai Phong city and neighboring areas.
In recent years, the exploitation of the advantages of resources to develop tourism and build tourist routes in Tien Lang has not been commensurate with the available potential. In terms of quantity, many resource objects have not been brought into the purpose of tourism development. In terms of time, the regular service time has not been extended to attract more visitors. Infrastructure and technical facilities are still weak. The labor force is still thin and weak in terms of expertise. Tourism programs and routes have not been organized properly, the exploitation content is still monotonous, so it has not attracted many visitors. Although resources have not been mobilized much for tourism development, they are facing the risk of destruction and degradation.
2. Based on the results of investigation, analysis, synthesis, evaluation and selective absorption of research results of related topics, the thesis has proposed a number of necessary solutions to improve the efficiency of exploiting tourism resources in Tien Lang such as: promoting the restoration and conservation of tourism resources, focusing on investment and key exploitation of ecotourism resources, strengthening the construction of infrastructure and tourism workforce. Expanding forms of capital mobilization. In addition, the thesis has built a number of tourist routes of Hai Phong in which Tien Lang tourism resources play an important role.
Exploiting Tien Lang tourism resources for tourism development is currently facing many difficulties. The above measures, if applied synchronously, will likely bring new prospects for the local tourism industry, contributing to making Tien Lang tourism an important economic sector in the district's economic structure.
REFERENCES
1. Nhuan Ha, Trinh Minh Hien, Tran Phuong, Hai Phong - Historical and cultural relics, Hai Phong Publishing House, 1993
2. Hai Phong City History Council, Hai Phong Gazetteer, Hai Phong Publishing House, 1990.
3. Hai Phong City History Council, History of Tien Lang District Party Committee, Hai Phong Publishing House, 1990.
4. Hai Phong City History Council, University of Social Sciences and Humanities, VNU, Hai Phong Place Names Encyclopedia, Hai Phong Publishing House. 2001.
5. Law on Cultural Heritage and documents guiding its implementation, National Political Publishing House, Hanoi, 2003.
6. Tran Duc Thanh, Lecture on Tourism Geography, Faculty of Tourism, University of Social Sciences and Humanities, VNU, 2006
7. Hai Phong Center for Social Sciences and Humanities, Some typical cultural heritages of Hai Phong, Hai Phong Publishing House, 2001
8. Nguyen Ngoc Thao (editor-in-chief, Tourism Geography, Hai Phong Publishing House, two volumes (2001-2002)
9. Nguyen Minh Tue and group of authors, Hai Phong Tourism Geography, Ho Chi Minh City Publishing House, 1997.
10. Nguyen Thanh Son, Hai Phong Tourism Territory Organization, Associate Doctoral Thesis in Geological Geography, Hanoi, 1996.
11. Decision No. 2033/QD – UB on detailed planning of Tien Lang town, Hai Phong city until 2020.
12. Department of Culture, Information, Hai Phong Museum, Hai Phong relics
- National ranked scenic spot, Hai Phong Publishing House, 2005. 13. Tien Lang District People's Committee, Economic Development Planning -
Culture - Society of Tien Lang district to 2010.
14.Website www.HaiPhong.gov.vn
APPENDIX 1
List of national ranked monuments
STT
Name of the monument
Number, year of decisiondetermine
Location
1
Gam Temple
938 VH/QĐ04/08/1992
Cam Khe Village- Toan Thang commune
2
Doc Hau Temple
9381 VH/QĐ04/08/1992
Doc Hau Village –Toan Thang commune
3
Cuu Doi Communal House
3207 VH/QĐDecember 30, 1991
Zone II of townTien Lang
4
Ha Dai Temple
938 VH/QĐ04/08/1992
Ha Dai Village –Tien Thanh commune
APPENDIX II
STT
Name of the monument
Number, year of decision
Location
1
Phu Ke Pagoda Temple
178/QD-UBJanuary 28, 2005
Zone 1 - townTien Lang
2
Trung Lang Temple
178/QD-UBJanuary 28, 2005
Zone 4 – townTien Lang
3
Bao Khanh Pagoda
1900/QD-UBAugust 24, 2006
Nam Tu Village -Kien Thiet commune
4
Bach Da Pagoda
1792/QD-UB11/11/2002
Hung Thang Commune
5
Ngoc Dong Temple
177/QD-UBNovember 27, 2005
Tien Thanh Commune
6
Tomb of Minister TSNhu Van Lan
2848/QD-UBSeptember 19, 2003
Nam Tu Village -Kien Thiet commune
7
Canh Son Stone Temple
2160/QD-UBSeptember 19, 2003
Van Doi Commune –Doan Lap
8
Meiji Temple
2259/QD-UBSeptember 19, 2002
Toan Thang Commune
9
Tien Doi Noi Temple
477/QD-UBSeptember 19, 2005
Doan Lap Commune
10
Tu Doi Temple
177/QD-UBJanuary 28, 2005
Doan Lap Commune
11
Duyen Lao Temple
177/QD-UBJanuary 28, 2005
Tien Minh Commune
12
Dinh Xuan Uc Pagoda
177/QD-UBJanuary 28, 2005
Bac Hung Commune
13
Chu Khe Pagoda
177/QD-UBJanuary 28, 2005
Hung Thang Commune
14
Dong Dinh
2848/QD-UBNovember 21, 2002
Vinh Quang Commune
15
President's Memorial HouseTon Duc Thang
177/QD-UBJanuary 28, 2005
NT Quy Cao
Ha Dai Temple
Ben Vua Temple
Tien Lang hot spring
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General Theoretical Basis of Corporate Finance and Corporate Financial Analysis. -
Analysis of Current Status of Tourism Activities in Phong Dien District -
Analysis of Capital Structure and Cost of Capital at Some Typical Enterprises -
Analysis of Capital Situation Through Balance Sheet

Sampling location
Forms | Pb(mg/kg) | Cd(mg/kg) | |
Total 5 forms | 76.90 ± 1.85 | 9.074 0.454 | |
Total water destruction | 64.77±0.23 | 7.898±0.055 | |
Khe Tang | F1 | 0.06 ± 0.01 | 0.482 0.024 |
F2 | 7.62 ± 0.38 | 1.878 0.094 | |
F3 | 14.29 ± 0.71 | 1.066 0.053 | |
F4 | 3.33 ± 0.17 | 0.228 ± 0.011 | |
F5 | 40.42 ± 1.02 | 0.571 0.029 | |
Total 5 forms | 65.71 ± 1.31 | 4.226 0.211 | |
Total water destruction | 61.36±0.25 | 3.409±0.014 | |
Ba Da | F1 | 0.05 ± 0.01 | 0.203 ± 0.010 |
F2 | 10.48 ± 0.52 | 0.060 0.003 | |
F3 | 12.38 ± 0.23 | 0.457 0.023 | |
F4 | 2.38 ± 0.12 | 0.126 ± 0.006 | |
F5 | 40.43 ± 2.02 | 0.071 0.004 | |
Total 5 forms | 65.71 ± 2.10 | 0.917 ± 0.012 | |
Total water destruction | 56.82±0.20 | 0.682±0.002 | |
Cinnamon | F1 | 0.02 ± 0.01 | 0.006 ± 0.001 |
F2 | 2.56 ± 0.13 | 0.114 0.006 | |
F3 | 7.62 ± 0.18 | 0.457 0.023 | |
F4 | 2.86 ± 0.14 | 0.190 ± 0.010 | |
F5 | 22.42 ± 1.12 | 0.007 ± 0.001 | |
Total 5 forms | 35.48 ± 1.15 | 0.773 0.026 | |
Total water destruction | 32.95±0.16 | 0.739±0.003 | |
Te Tieu | F1 | 0.03 ± 0.01 | 0.015 ± 0.001 |
F2 | 2.65 ± 0.13 | 0.058 ± 0.003 | |
F3 | 6.67 0.33 | 0.129 ± 0.005 |
Sampling location
Forms | Pb(mg/kg) | Cd(mg/kg) | |
F4 | 2.86 ± 0.14 | 0.122 ± 0.007 | |
F5 | 16.37 0.52 | 0.136 0.008 | |
Total 5 forms | 25.70 0.64 | 0.461 ± 0.012 | |
Total water destruction | 26.14±0.09 | 0.398±0.001 | |
Mai Linh | F1 | 0.09±0.00 | 0.001±0.000 |
F2 | 22,381±0.85 | 0.008±0.000 | |
F3 | 28,571±0.83 | 0.457±0.016 | |
F4 | 9.52±0.48 | 0.221±0.011 | |
F5 | 45,714±1.37 | 0.147±0.004 | |
Total 5 forms | 106.19±1.88 | 0.834±0.020 | |
Total water destruction | 89.77±0.54 | 0.455±0.002 | |
Phung Dam | F1 | 0.03±0.00 | 0.014±0.000 |
F2 | 2.38±0.09 | 0.001±0.000 | |
F3 | 15.24±0.76 | 0.457±0.014 | |
F4 | 10.48±0.30 | 0.166±0.003 | |
F5 | 38.10±1.45 | 0.003±0.000 | |
Total 5 forms | 66.19±1.67 | 0.640±0.014 | |
Total water destruction | 55.68±0.19 | 0.739±0.003 | |
Do Bridge | F1 | 0.18±0.00 | 0.015±0.001 |
F2 | 6.23±0.12 | 0.268±0.013 | |
F3 | 8.74±0.12 | 0.383±0.015 | |
F4 | 7.63±0.38 | 0.266±0.011 | |
F5 | 14.85±0.53 | 0.788±0.019 | |
Total 5 forms | 37.62±0.68 | 1.719±0.030 | |
Total water destruction | 33.38±0.20 | 1.788±0.012 |
Dien Bridge Sediment
100%
80%
60%
40%
20%
0%
Pb
Element
CD
F5 F4 F3 F2
F1
Thanh Liet Sediment
100%
80%
60%
40%
20%
0%
F5 F4 F3 F2
F1
Pb Element Cd
Khe Tang Sediment
100%
80%
60%
40%
20%
0%
Pb
Element
CD
F5 F4 F3 F2 F1
Ba Da sediments
100%
80%
60%
40%
20%
0%
F5 F4 F3 F2
F1
Pb
Element
CD
Phung Dam Sediment
100%
80%
60%
40%
20%
0%
Pb Element Cd
F5 F4 F3 F2 F1
Mai Linh Sediment
100%
80%
60%
40%
20%
0%
Pb
Element
CD
F5 F4 F3 F2
F1
Te Tieu Sediment
100%
80%
60%
40%
20%
0%
Pb Element
CD
F5 F4 F3 F2 F1
Cinnamon Sediment
100%
80%
60%
40%
20%
0%
F5 F4 F3 F2
F1
Pb Element Cd
%
%
%
%
%
%
%
%
The distribution of lead and cadmium species in the sediments of each site is presented in the form of graph 3.6 below.
Do Bridge Sediment
100%
80%
60%
40%
20%
0%
Pb Element Cd
F5 F4 F3 F2
F1
%
Figure 3.6: Distribution of metal species in sediments
Total lead content at points on Nhue River
100.00
80.00
60.00
40.00
20.00
The Legend of Khe Tang
Ba Da
0.00
Sampling location
Total lead content at points on the Day River
150.00
100.00
50.00
Phung Mai Linh, the Imperial Cinnamon and Pepper Factory
Compare
0.00
Sampling location
mg/kg content
mg/kg content
An overview of the total lead and cadmium concentrations of the survey sites on the Nhue and Day rivers from upstream to downstream is presented in the graph in Figure 3.7.
Total cadmium concentration at river points
Nhuệ
10.00
8.00
6.00
4.00
2.00
0.00
Sampling location
The Thanh Liet Khe Tang Ba Da
Total cadmium concentration at river points
Bottom
2.00
Phung
1.50
1.00
0.50
0.00
Mai Linh Te Pepper Cinnamon
Compare
Sampling location
Content mg/kg
Content mg/kg
Figure 3.7 Total metal content in sediments along the Nhue and Day river basins
Table 3.12 and Figure 3.7 show that the total lead content at the study sites in the Nhue River basin along the river basin from upstream decreases in order.
from Cau Dien Thanh Liet Khe Tang = Ba Da. This result is similar to previous studies [35, 36] that the total lead content at Cau Dien is greater than that at Thanh Liet. On the other hand, the total lead content at Khe Tang is equal to the total lead content at Ba Da although Khe Tang is closer to Thanh Liet and Cau Dien. This is not only due to the fact that the water in Khe Tang area contains a lot of domestic wastewater with low metal content, but also due to the influence of the discharge source at Ba Da containing a higher amount of lead than the discharge source of Dong Van industrial park. This result is also consistent with the study of heavy metals in water [6], the lead content in suspended solids at Khe Tang is low, therefore, the deposition of lead from suspended solids to sediments and the spread of pollution along the water flow are also low.
Total cadmium content increased from Cau Dien to Thanh Liet, then decreased gradually in the order Thanh Liet Khe Tang Ba Da. Previous studies [35, 36, 37] also showed that the total cadmium content at Thanh Liet was greater than Cau Dien, cadmium in suspended sediment of To Lich River at Thanh Liet point before converging with Nhue River was very high, cadmium content from 1.1 to 25 mg/kg. Thus, there was a spread of pollution from To Lich River to Nhue River through adsorption on suspended sediment and sedimentation, causing the total cadmium content at Khe Tang to be greater than Cau Dien. However, from Khe Tang to Ba Da, the total cadmium content decreased, which can be explained by the fact that the water in Khe Tang area as mentioned above contains mainly domestic wastewater with low metal content [6]. At the same time, cadmium in the exchangeable form (F1) at Ba Da compared to the total content there is relatively large (22.1%), the largest among all research points, so cadmium easily escapes into the water column, leading to a decrease in the amount of cadmium in the sediment at Ba Da.
In the Day River basin, the total content of both lead and cadmium increased from Phung Dam to Mai Linh Bridge, then decreased at Te Tieu and gradually increased from Te Tieu Que Bridge Do Bridge (Figure 3.7). The high metal content found at Mai Linh Bridge can be explained by the fact that there are many facilities here that collect, process, and recycle metal barrels, and untreated wastewater is discharged directly into the river [6]. On the other hand, the river section flowing through Mai Linh Bridge flows with a very small flow, low water level, and bed.
The river is as small as a ditch and there are times of the year when the river flowing through here is almost still, even flowing upstream. This is a characteristic that makes the heavy metal content here very high and is less spread by the water flow, so the amount of heavy metals decreases from Cau Mai Linh to Te Tieu. From Te Tieu Cau Que Cau Do, it can be explained that the heavy metal content increases gradually because production facilities, factories, and industrial parks in Ha Nam discharge wastewater directly into the river without treatment. At the same time, Cau Do is also the intersection of the two rivers Nhue and Day, so it is affected by both of these rivers.
Figure 3.6 shows that the lead content in both Nhue and Day rivers is mainly concentrated in the form of residual residue (F5) with a content of 40%.
Next is the distribution in the form of iron-manganese oxide binding with a content of 20%, only found in Cau Dien, the second highest lead content is in the form of binding with carbonate, accounting for 26%. However, the lead content in Cau Dien in the form of binding with iron-manganese oxide also accounts for more than 20% (21.8%).
The lowest lead content was in the exchangeable form, all 0.5% compared to their total content. This shows that the biological response level of lead is not high compared to the total content in sediments at the research sites in the Nhue - Day river basin.
The cadmium content at the sampling locations on the Nhue River is mainly concentrated in the carbonate form (more than 40%), followed by the form associated with iron-manganese oxide (greater than 20%), only at Ba Da the largest content is in the form associated with iron-manganese oxide (50%) followed by the exchange form (22.1%). The total of the two forms of exchange and association with carbonate at Ba Da is 28.7%, the rest at the sampling locations are all greater than 55%. The exchange form at the sampling locations on the Nhue River is all greater than 0.2 mg/kg (greater than 10% of the corresponding total content), the form associated with carbonate all has a content greater than 0.06 mg/kg, especially at Thanh Liet the exchange form has a content of
1mg/kg (accounting for 10%), the carbonate-bound form has a content of 4.6 mg/kg (accounting for 50%). This shows the risk of affecting the ecological environment of





