- It is necessary to establish a simultaneous working relationship between the engine and the torque converter.
- Determine the necessary output parameters set at the primary shaft of the gearbox.
Once we have all the necessary parameters, we can use formulas (4-7) and (4-8) to evaluate fuel consumption when the car is moving steadily and unsteadily.
For cars equipped with CVT, in principle it can ensure the engine operates in the best fuel economy mode under any road conditions. However, when there is a hydraulic transmission, the transmission efficiency will decrease, especially in areas with small transmission ratios . Therefore, when installing a hydraulic torque converter on a car, fuel consumption will increase, sometimes increasing from 25 30%. To overcome this problem, a mechanical gearbox is installed to increase the number of revolutions of the turbine wheel while the speed of the car remains the same, thus improving transmission efficiency.
REVIEW QUESTIONS
Maybe you are interested!
-
Car body electrical practice - 8
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If the voltage is out of specification, replace the wire or connector.
If the voltage is within specification, install the front fog light relay and follow step 5.
Step 5 Check the front fog light switch
- Remove the D4 connector of the fog light switch
- Use a multimeter to measure the resistance of the front fog light switch.
Measurement location
Condition
Standard
D4-3 (BFG) -D4-4 (LFG)
Light switchFront Fog OFF
>10kΩ
D4-3 (BFG) -D4-4 (LFG)
Front fog light switchON
<1 Ω
- Standard resistor
D4 connector is located on the combination switch assembly.
If the resistance is out of specification, replace the combination switch (the fog light switch is located in the combination switch).
If the resistance is within specification, follow step 6.
Step 6 Check wiring and connectors (front fog light relay-light selector switch)
- Disconnect connector D4 of the combination switch assembly
- Use a voltmeter to measure the voltage value of jack D4 on the wire side.
Measurement location
Control modecontrol
Standard
D4-3 (BFG) - (-) AQ
TAIL
11 to 14 V
D4 connector for the wiring of the combination switch assembly
If the voltage does not meet the standard, replace the wire or connector.
If the voltage is within standard, there may have been an error in the previous measurements.
Step 7 Check the front fog lights
- Remove the front fog light electrical connector.
- Supply battery voltage to the fog lamp terminals
Jack 8, B9 of front fog lamp on the electrical side
blind first.
Power supply location
Terms and Conditions
Battery positive terminal - Terminal 2Battery negative terminal - Terminal 1
Fog lightsbefore morning
- If the light does not come on, replace the bulb.
If the light is on, re-plug the jack and continue to step 8.
Step 8 Check wiring and connectors (relay and front fog lights)
- Disconnect the B8 and B9 connectors of the front fog lights.
- Use a voltmeter to measure voltage at the following locations:
Measurement location
Switch location
Terms and Conditions
B8-2 - (-) AQ
Electric lock ON TAIL size switchFog switch ON
11 to 14 V
B9-2 - (-) AQ
Electric lock ONTAIL size switch Fog switch ON
11 to 14 V
B8 and B9 connectors on the front fog lamp wiring side
Voltage is not up to standard, repair or replace the jack. If up to standard, there may have been an error in the measurement process.
2.2.4. Procedure for removing, installing and adjusting fog lights 1. Procedure for removing
- Remove the front inner ear pads
Use a screwdriver to remove the 3 screws and remove the front part of the front inner ear liner
-Remove the fog light assembly
+ Disconnect the connector.
+ Use a screwdriver to remove 3 screws to remove the fog light cover
2. Installation sequence
-Rotate the fog lamp bulb in the direction indicated by the arrow as shown in the figure and remove the fog lamp from the fog lamp assembly.
-Rotate the fog light bulb in the direction indicated by the arrow as shown in the figure and install the light into the fog light assembly.
- Use a screwdriver to install the fog light cover
-Install the electrical connector
Attention: Be careful not to damage the plastic thread on the lamp assembly.
- Install the front inner ear pads
Use a screwdriver to install the front inner bumper with 3 screws.
3. Prepare the vehicle to adjust the fog light convergence. Prepare the vehicle:
- Make sure there is no damage or deformation to the vehicle body around the fog lights.
- Add fuel to the fuel tank
- Add oil to standard level.
- Add engine coolant to standard level.
- Inflate the tire to standard pressure.
- Place spare tire, tools and jack in original design position
- Do not leave any load in the luggage compartment.
- Let a person weighing about 75 kg sit in the driver's seat.
4. Prepare to check the fog light convergence
a/ Prepare the vehicle status as follows:
- Place the car in a dark enough place to see the lines. The lines are the dividing line, below which the light from the fog lights can be seen but above which it cannot.
- Place the car perpendicular to the wall.
- Keep a distance of 7.62 m between the center of the fog lamp and the wall.
- Park the car on level ground.
- Press the car down a few times to stabilize the suspension.
Note: A distance of approximately 7.62 m is required between the vehicle (fog lamp center) and the wall to adjust the convergence correctly. If the distance of 7.62 m cannot be achieved, set the correct distance of 3 m to check and adjust the fog lamp convergence. (Since the target area varies with the distance, please follow the instructions as shown in the figure.)
b/ Prepare a piece of thick white paper about 2 m high and 4 m wide to use as a screen.
c/ Draw a vertical line through the center of the screen (line V).
d/ Set the screen as shown in the picture. Note:
- Keep the screen perpendicular to the ground.
- Align the V line on the screen with the center of the vehicle.
e/Draw the reference lines (H, V LH and V RH lines) on the screen as shown in the figure.HINT:
Mark the center of the fog lamp on the screen. If the center mark cannot be seen on the fog lamp, use the center of the fog lamp or the manufacturer's name mark on the fog lamp as the center mark.
H line (fog light height):
Draw a line across the screen so that it passes through the center mark. Line H should be at the same height as the center mark of the fog light bulb.
Line V LH, V RH (center mark position of left fog lamp LH and right fog lamp RH):
Draw two lines so that they intersect line H at the center marks.
5. Check the fog light convergence
a/ Cover the fog lamp or remove the connector of the other side fog lamp to prevent light from the unchecked fog lamp from affecting the fog lamp convergence test.
b/ Start the engine.
c/ Turn on the fog lights and make sure that the dividing line is outside the standard area as shown in the drawing.
6. Adjust the fog light convergence
Use a screwdriver to adjust the fog light to the standard area by turning the toe adjustment screw.
Note: If the screw is adjusted too far, loosen it and then tighten it again, so that the last rotation of the light adjustment screw is clockwise.
3. Self-study questions
1. Describe the operating principle of the lighting system with automatic headlight function
2. Describe the operating principle of the lighting system with the function of rotating headlights when turning
3. Draw diagram and connect lighting system on Hyundai Porter car
4. Draw diagram and connect lighting system on Honda Accord 1992
5. Draw the lighting circuit on a 1993 Toyota Lexus
LESSON 3 MAINTENANCE AND REPAIR OF SIGNAL SYSTEM
I. IMPLEMENTATION GOAL
After completing this lesson, students will be able to:
- Distinguish between types of signals on cars
- Correctly describe common symptoms and suspected areas causing damage.
- Connecting signal circuits ensures technical requirements
- Disassemble, install, check, maintain and repair the signal system to ensure technical requirements.
- Ensure safety in work and industrial hygiene
II. LESSON CONTENT
1. General description
The signal system equipped on cars aims to create signals to notify other vehicles participating in traffic about the vehicle's operating status such as: stopping, parking, braking, reversing, turning...
Signals are used either by light such as headlamps, brake lights, turn signals….. or by sound such as horns, reverse music….
Just like the lighting system. A signal system circuit usually consists of: battery, fuse, wire, relay, electrical load and control switch. Only some switches of the signal system are on the combination switch. The switches of other signals are usually located in different locations such as in the gearbox or brake pedal……
2. Maintenance and repair
2.1. Turn signals and hazard lights
The installation location of the turn signal is shown in Figure 3.1. The turn signal control switch is located in the combination switch under the steering wheel. Turning this switch to the right or left will make the turn signal turn right or left.
The hazard light switch is used when the vehicle has a problem while participating in traffic. When the hazard light switch is turned on, all the turn signals on the vehicle will light up at a certain frequency. The hazard light switch is usually placed separately from the turn signal switch (some old cars integrate the hazard and turn signal switches on the same combination switch cluster).
Figure 3.1 Turn signal switch Figure 3.2 Hazard switch
The part that generates the flashing frequency for the lights is called a turn signal relay. The turn signal relay usually has 3 terminals: B (positive power supply); E (negative power supply); L (providing the turn signal switch to distribute to the
lamp)
2.1.1. Circuit diagram
To generate the frequency for the turn signal, a turn signal relay is used in the turn signal circuit. The current from the turn signal relay will be sent to the turn signal switch assembly to distribute the current to the turn signal lights for the driver's purpose.
Figure 3.3. Schematic diagram of a turn signal circuit without a hazard switch
1. Battery; 2. Electric lock; 3. Turn signal relay; 4. Turn signal switch; 5. Turn signal lamp; 6. Turn signal lamp; 7. Hazard switch
Figure 3.4 Schematic diagram of turn signal circuit with hazard switch
1. Battery; 2. Combination switch cluster; 3. Turn signal;
4. Turn signal light; 5. Turn signal relay
Today's cars no longer use three-pin turn signal relays (B, L, E) but use eight-pin turn signal relays (figure 3.5) (pin number 8 is used for hazard lights).
For this type, the current supplying the turn signal lights is supplied directly from the turn signal relay to the lights.
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(A) Schematic Diagram of DC Sputtering System; (B) Image of Sputtering System at Itims Institute. -
Solutions for tourism development in Tien Lang - 10
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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.
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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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Identify Rating Levels and Rating Scales
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of the islanders. Therefore, this indicator will be divided into two sub-indicators:
a1. Natural tourism attractiveness a2. Cultural tourism attractiveness
b. Tourist capacity
The two island communes in Quan Lan have different capacities to receive tourists. Minh Chau Commune is home to many standard hotels and resorts, attracting high-income domestic and international tourists. Meanwhile, Quan Lan Commune has many motels mainly built and operated by local people, so the scale and quality are not high, and will be suitable for ordinary tourists such as students.
c. Time of exploitation of Quan Lan Island Commune:
Quan Lan tourism is seasonal due to weather and climate conditions and festivals only take place on certain days of the year, specifically in spring. In Quan Lan commune, the period from April to June and from September to November is considered the best time to visit Quan Lan because the cultural tourism activities are mainly associated with festivals taking place during this time.
Minh Chau island commune:
Tourism exploitation time is all year round, because this is a place with a number of tourist attractions with diverse ecosystems such as Bai Tu Long National Park Research Center, Tram forest, Turtle Laying Beach, so besides coming to the beach for tourism and vacation in the summer, Minh Chau will attract research groups to come for tourism combined with research at other times of the year.
d. Sustainability
The sustainability of ecotourism sites in Quan Lan and Minh Chau communes depends on the sensitivity of the ecosystems to climate changes.
landscape. In general, these tourist destinations have a fairly high level of sustainability, because they are natural ecosystems, planned and protected. However, if a large number of tourists gather at certain times, it can exceed the carrying capacity and affect the sustainability of the environment (polluted beaches, damaged trees, animals moving away from their habitats, etc.), then the sustainability of the above ecosystems (natural ecosystems, human ecosystems) will also be affected and become less sustainable.
e. Location and accessibility
Both island communes have ports to take tourists to visit from Van Don wharf:
- Quan Lan – Van Don traffic route:
Phuc Thinh – Viet Anh high-speed boat and Quang Minh high-speed boat, depart at 8am and 2pm from Van Don to Quan Lan, and at 7am and 1pm from Quan Lan to Van Don. There are also wooden boats departing at 7am and 1pm.
- Van Don - Minh Chau traffic route:
Chung Huong high-speed train, Minh Chau train, morning 7:30 and afternoon 13:30 from Van Don to Minh Chau, morning 6:30 and afternoon 13:00 from Minh Chau to Van Don.
f. Infrastructure
Despite receiving investment attention, the issue of infrastructure and technical facilities for tourism on Quan Lan Island is still an issue that needs to be resolved because it has a direct impact on the implementation of ecotourism activities. The minimum conditions for serving tourists such as accommodation, electricity, water, communication, especially medical services, and security work need to be given top priority. Ecotourism spots in Minh Chau commune are assessed to have better infrastructure and technical facilities for tourism because there are quite complete and synchronous conditions for serving tourists, meeting many needs of domestic and foreign tourists.
3.2.1.4. Determine assessment levels and assessment scales
Corresponding to the levels of each criterion, the index is the score of those levels in the order of 4, 3, 2, 1 decreasing according to the standard of each level: very attractive (4), attractive (3), average (2), less attractive (1).
3.2.1.5. Determining the coefficients of the criteria
For the assessment of DLST in the two communes of Quan Lan and Minh Chau islands, the students added evaluation coefficients to show the importance of the criteria and indicators as follows:
Coefficient 3 with criteria: Attractiveness, Exploitation time. These are the 2 most important criteria for attracting tourists to tourism in general and eco-tourism in particular, so they have the highest coefficient.
Coefficient 2 with criteria: Capacity, Infrastructure, Location and accessibility . Because the assessment area is an island commune of Van Don district, the above criteria are selected by the author with appropriate coefficients at the average level.
Coefficient 1 with criteria: Sustainability. Quan Lan has natural and human-made ecotourism sites, with high biodiversity and little impact from local human factors. Most of the ecotourism sites are still wild, so they are highly sustainable.
3.2.1.6. Results of DLST assessment on Quan Lan island
a. Assessment of the potential for natural tourism development
For Minh Chau commune:
+ Natural tourism attractiveness is determined to be very attractive (4 points) and the most important coefficient (coefficient 3), so the score of the Attractiveness criterion is 4 x 3 = 12.
+ Capacity is determined as average (2 points) and the coefficient is quite important (coefficient 2), then the score of Capacity criterion is 2 x 2 = 4.
+ Exploitation time is long (4 points), the most important coefficient (coefficient 3) so the score of the Exploitation time criterion is 4 x 3 = 12.
+ Sustainability is determined as sustainable (4 points), the important coefficient is the average coefficient (coefficient 1), so the score of the Sustainability criterion is 4 x 1 = 4 points
+ Location and accessibility are determined to be quite favorable (2 points), the coefficient is quite important (coefficient 2), the criterion score is 2 x 2 = 4 points.
+ Infrastructure is assessed as good (3 points), the coefficient is quite important (coefficient 2), then the score of the Infrastructure criterion is 3 x 2 = 6 points.
The total score for evaluating DLST in Minh Chau commune according to 6 evaluation criteria is determined as: 12 + 4 + 12 + 4 + 4 + 6 = 42 points
Similar assessment for Quan Lan commune, we have the following table:
Table 3.3: Assessment of the potential for natural ecotourism development in Quan Lan and Minh Chau communes
Attractiveness of self-tourismof course
Capacity
Mining time
Sustainability
Location and accessibility
Infrastructure
Result
Point
DarkMulti
Point
DarkMulti
Point
DarkMulti
Point
DarkMulti
Point
DarkMulti
Point
DarkMulti
CommuneMinh Chau
12
12
4
8
12
12
4
4
4
8
6
8
42/52
Quan CommuneLan
6
12
6
8
9
12
4
4
4
8
4
8
33/52
b. Assessment of the potential for humanistic tourism development
For Quan Lan commune:
+ The attractiveness of human tourism is determined to be very attractive (4 points) and the most important coefficient (coefficient 3), so the score of the Attractiveness criterion is 4 x 3 = 12.
+ Capacity is determined to be large (3 points) and the coefficient is quite important (coefficient 2), then the score of the Capacity criterion is 3 x 2 = 6.
+ Mining time is average (3 points), the most important coefficient (coefficient 3) so the score of the Mining time criterion is 3 x 3 = 9.
+ Sustainability is determined as sustainable (4 points), the important coefficient is the average coefficient (coefficient 1), so the score of the Sustainability criterion is 4 x 1 = 4 points.
+ Location and accessibility are determined to be quite favorable (2 points), the coefficient is quite important (coefficient 2), the criterion score is 2 x 2 = 4 points.
+ Infrastructure is rated as average (2 points), the coefficient is quite important (coefficient 2), then the score of the Infrastructure criterion is 2 x 2 = 4 points.
The total score for evaluating DLST in Quan Lan commune according to 6 evaluation criteria is determined as: 12 + 6 + 6 + 4 + 4 + 4 = 36 points.
Similar assessment with Minh Chau commune we have the following table:
Table 3.4: Assessment of the potential for developing humanistic eco-tourism in Quan Lan and Minh Chau communes
Attractiveness of human tourismliterature
Capacity
Mining time
Sustainability
Location and accessibility
Infrastructure
Result
Point
DarkMulti
Point
DarkMulti
Point
DarkMulti
Point
DarkMulti
Point
DarkMulti
Point
DarkMulti
Quan CommuneLan
12
12
6
8
9
12
4
4
4
8
4
8
39/52
Minh CommuneChau
6
12
4
8
12
12
4
4
4
8
6
8
36/52
Basically, both Minh Chau and Quan Lan localities have quite favorable conditions for developing ecotourism. However, Quan Lan commune has more advantages to develop ecotourism in a humanistic direction, because this is an area with many famous historical relics such as Quan Lan Communal House, Quan Lan Pagoda, Temple worshiping the hero Tran Khanh Du, ... along with local festivals held annually such as the wind praying ceremony (March 15), Quan Lan festival (June 10-19); due to its location near the port and long exploitation time, the beaches in Quan Lan commune (especially Quan Lan beach) are no longer hygienic and clean to ensure the needs of tourists coming to relax and swim; this is also an area with many beautiful landscapes such as Got Beo wind pass, Ong Phong head, Voi Voi cave, but the ability to access these places is still very limited (dirt hill road, lots of gravel and rocks), especially during rainy and windy times; In addition, other natural resources such as mangrove forests and sea worms have not been really exploited for tourism purposes and ecotourism development. On the contrary, Minh Chau commune has more advantages in developing ecotourism in the direction of natural tourism, this is an area with diverse ecosystems such as at Rua De Beach, Bai Tu Long National Park Conservation Center...; Minh Chau beach is highly appreciated for its natural beauty and cleanliness, ranked in the top ten most beautiful beaches in Vietnam; Minh Chau commune is also home to Tram forest with a large area and a purity of up to 90%, suitable for building bridges through the forest (a very effective type of natural ecotourism currently applied by many countries) for tourists to sightsee, as well as for the purpose of studying and researching.
Figure 3.1: Thenmala Forest Bridge (India) Source: https://www.thenmalaecotourism.com/(August 21, 2019)
3.2.2. Using SWOT matrix to evaluate Quan Lan island tourism
General assessment of current tourism activities of Quan Lan island is shown through the following SWOT matrix:
Table 3.5: SWOT matrix evaluating tourism activities on Quan Lan island
Internal agent
Strengths- There is a lot of potential for tourism development, especially natural ecotourism and humanistic ecotourism.- The unskilled labor force is relatively abundant.- resource environmentunpolluted, still
Weaknesses- Poorly developed infrastructure, especially traffic routes to tourist destinations on the island.- The team of professional staff is still weak.- Tourism products in general
quite wild, originalintact
general and DLST in particularalone is monotonous.
External agents
Opportunity- Tourism is a key industry in the socio-economic development strategy of the province and Van Don economic zone.- Quan Lan was selected as a pilot area for eco-tourism development within the framework of the green growth project between Quang Ninh province and the Japanese organization JICA.- The flow of tourists and especially ecotourism in the world tends toincreasing
Challenge- Weather and climate change abnormally.- Competition in tourism products is increasingly fierce, especially with other localities in the province such as Ha Long, Mong Cai...- Awareness of tourists, especially domestic tourists, about ecotourism and nature conservation is not high.
Through summary analysis using SWOT matrix we see that:
To exploit strengths and take advantage of opportunities, it is necessary to:
- Diversify products and service types (build more tourism routes aimed at specific needs of tourists: experiential tourism immersed in nature, spiritual cultural tourism...)
- Effective exploitation of resources and differentiated products (natural resources and human resources)
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The Preposition “Auf” Viewed From a Cognitive Perspective Compared with Vietnamese
1. State the fuel economy indicators of cars.
2. Write the equation for fuel consumption of a car.
3. Describe the fuel consumption characteristics of a car when moving steadily.
4. Describe the fuel consumption characteristics of a car when moving at a steady speed.
Chapter 5
AUTOMOTIVE STABILITY
5.1. General information about stability
In general, the stability of a car is the ability to maintain the required trajectory in all different movement conditions depending on the movement conditions of the car, can stand still, move on flat roads, slopes, can turn or brake on different types of roads. In such complex movement conditions, the car needs to maintain its trajectory so that it does not overturn, does not slip, the axle does not deviate within the allowable limit to ensure safe movement of the car.
Here we only study the stability of the car so that it does not overturn and slide when the car is stationary on a vertical slope and when the car is moving on different types of roads.
5.2. Longitudinal stability of the car
5.2.1. Static longitudinal stability
The static longitudinal stability of a car is its ability to ensure that the car does not tip over or slide when standing on a vertical slope.
When a car is standing on a vertical slope and turning up, the following forces will be applied ( according to diagram 5.1a ):

a) b)
Figure 5. 1. Force and moment diagram acting on a car when standing on a slope a. Car turning uphill b. Car turning downhill
The weight of the car placed at the center of gravity is G. Due to the slope angle , G is divided into two components G.cos and G.sin
Vertical reactions Z 1 , Z 2 we have Z 1 + Z 2 = G.cos
The Gsin component of the weight tends to pull the sled down the slope.
The diagram in Figure 5.1a corresponds to a car standing on a slope turning up. When the slope angle increases gradually until the front wheel lifts off the road surface, then the reaction force Z 1 = 0, the car will overturn around point O 2 . To determine the limiting angle at which the car will overturn, we set up the model equation
The moment of all forces with respect to point O 2 and then simplified with Z 1 = 0 will give:
Gbcos l – Gh g. sin l = 0 (5-1)
b
In there:
tg l =
h
g
(5-2)
1 - the limiting slope angle at which the vehicle will overturn when standing still and turning uphill. b, h g - the coordinate dimensions of the center of gravity (figure 5.1)
In the case of a car standing on a slope and turning down (Figure 5.1b), we do the same by taking the moment of the forces relative to point O 1 , then replacing Z 2 = 0 and simplifying, we get
a
h
tg l =
g
(5-3)
In which: l - the limit slope angle at which the vehicle will overturn when standing still and turning downhill.
Through the above expressions, we see that the static overturning limit slope angle only depends on the coordinates of the vehicle's center of gravity.
When the vehicle is on a slope, in addition to the instability caused by overturning, the vehicle can also slide down the slope due to insufficient braking force or poor grip between the wheels and the road surface... To prevent the vehicle from sliding down the slope, a handbrake system is often installed on the vehicle. In the case when the maximum braking force reaches the grip limit, the vehicle can slide down the slope. We have:
P Pmax = .Z 2 = G.sin l (5-4)
In which: P Pmax - Maximum braking force on the rear wheel;
- The coefficient of longitudinal adhesion of the wheel to the road
Z 2 - Perpendicular reaction force from the road acting on the rear wheel
The Z 2 value is determined by the following formula:
Z 2 =
G . a .cos G . h g .sin
L
(5-5)
Substitute Z 2 into formula (5-4) and simplify to determine the limited slope angle when the vehicle is standing on a slippery slope (in the case of turning up).
tg t =
a
L . h g
(5-6)
Limit slope angle when standing on a slope and turning back down will cause slipping:
tg t =
a
L . h g
(5-7)
The condition to ensure safety for a vehicle standing on a slope is that the vehicle slides before it overturns. We have the expression:
tg t < tg l
a b
Simplify and we get;
L h g h g
< b (5-8)
h g
From the above formula, we can see that the limiting slope angle when a car is standing on a slope and skids or overturns depends only on the coordinates of the center of gravity and the coefficient of adhesion of the wheel to the road surface.
5.2.2. Dynamic longitudinal stability
When a car moves on a slope, it can become unstable (overturn or slide) under the influence of forces and moments acting on it. On the other hand, when a car moves at high speed on a flat road, it can also overturn. Below we will consider each case of vehicle instability in turn.
5.2.2.1. General case
Figure 5.2 shows the diagram of forces and moments acting on a car when moving uphill, unstable, with a trailer.

Figure 5.2. Diagram of forces and moments acting on a car when moving uphill
We use the formulas to determine the perpendicular reaction force from the line of action on the
The front wheels (Z 1 ) and the rear wheels (Z 2 ) studied in chapter 2 we have:
G .cos b f . r G .sin P P h P . h
Z
bj gmm
1
G .cos a f . r
L
P
P h
P . h
(5-9)
Z 2
b G sin
L
j g
mm
The method is similar to the static vertical stability part, we can immediately determine the slope angle.
that the vehicle overturns when moving uphill or downhill (in the case of the vehicle going uphill, Z 1 = 0 and downhill, Z 2 = 0)
For simplicity, let's consider the case of a car moving steadily uphill, without a trailer.
Therefore, the inertial force P j = 0, the trailer pulling force P m = 0. The limited slope angle when the vehicle is overturned
tg d =
b f . r b
h g
P h g
(5-10)
5.2.2.2. In case the vehicle moves uphill at low speed, without trailer and moves steadily
In this case P j = 0; P m = 0, we will determine the angle of the slope at which the car overturns:
tg d =
b f . r b
h g
(5-11)
In case of vehicle going downhill, the limiting slope angle at which the vehicle will overturn is determined as follows:
tg d =
a f . r b
h g
(5-12)
The limiting slope angle at which the vehicle skids is determined as follows:
When the traction of the driving wheel reaches the limit of adhesion, the vehicle begins to slip. The value of the traction is determined as follows:
P kmax = P = .Z 2 = G.sin (5-13)
Substituting the above value of Z 2 into expression (5-4) and considering the small rolling resistance that can be ignored, we have:
P = .Z 2 = G
a .cos h g.sin
L
(5-14)
Continue to substitute (5-14) into formula (5-13) and simplify to determine the limiting slope angle at which the vehicle skids when moving uphill:
In there:
time=
a
L . h g
(5-15)
P k max - maximum tangential traction force at the driving wheel; P - traction of the driving wheel
The conditions to ensure that the vehicle skids before it overturns are also determined as follows:
static stabilizer
5.2.2.3. In case the vehicle moves on a horizontal road at high speed,
trailer
Figure 5.3 shows the diagram of forces and moments acting on a car when moving at high speed.
In this case, when moving at high speed (such as passenger cars, ambulances...) on good roads, the effects of rolling resistance and inertia force P t = 0; P j = 0 and P m = 0 can be ignored. The value of air resistance is very large and will cause the car to overturn. When the car moves at a speed that reaches the limit value, the car will overturn around point O 2 (O 2 is the intersection of the vertical plane through the center of the rear wheel axle with the road) at that time the resultant force Z 1 = 0
To determine the limiting speed at which the car overturns, we use the calculation formula Z 1learned in chapter 2 as follows:

Figure 5.3. Diagram of forces acting on a car when moving at high speed
Z G . b P . h g
1 L
(5-16)
Replace the value of air resistance P = kFv 2 and then simplify, we can determine the dangerous speed at which the car overturns:
G . b
k . F . h g
v n =3.6 (5-17)
In which: v- is the vehicle speed in km/h;
v n - dangerous speed when the car overturns in km/h
From expression (5-17) we can see that the dangerous speed when the car overturns depends on the center of gravity of the car and the air resistance factor. Therefore, to increase the stability of the car, when designing, people often try to lower the center of gravity of the car.
On the other hand, for some special types of vehicles such as racing cars, people make the front of the car have a special shape so that a component of the air resistance P (reaction force P ) has the effect of pressing the wheel down to the road surface, increasing the stability of the vehicle ( Figure 5.4 )

Figure 5.4. Shape of a car moving at high speed
5.3. Lateral stability of the car
5.3.1. Lateral stability of a car when moving on a horizontal slope
Figure (5.5) shows the diagram of forces and moments acting on a car when moving on a horizontal slope without pulling a trailer. In this case, it is assumed that the tracks of the front and rear wheels coincide, the center of gravity of the car is in the longitudinal plane of symmetry, the forces and moments acting on the car include:
- is the horizontal angle of the line
- The weight of the car G is divided into two components according to the tilt angle
- The moment of tangential inertial forces M jn acting in the horizontal plane when the vehicle moves unsteadily
- Reactions Z', Z'' and Y', Y''

Figure 5. 5. Diagram of forces acting on a car when moving on a horizontal inclined road
Under the effect of forces and moments, when the angle gradually increases to the limit angle, the car overturns through point A (A is the intersection of the vertical plane through the center of the left wheel axle and the road surface), at that time the reaction force Z = 0. From the reaction force calculation formula learned in chapter 2, we have:
G c cos
2d
Gh g sin d
M jn
Z” = 0
c
(5-18)
In formula (5-18) we consider M jn 0 because the small value can be ignored, from which we can determine the overturning limit angle when the vehicle moves on a horizontal inclined road.
In there:
tg d =
c
2 hours
(5-19)
d - the limiting slope angle at which the vehicle overturns
When the vehicle's grip on the road is poor, the vehicle can also skid on an inclined road. To determine the limiting angle when the vehicle skids, we establish an equation projecting the forces onto a plane parallel to the road:
Gsin = Y' + Y” = y (Z” + Z') = y Gcos (5-20)
In there:
- the limited slope angle at which the vehicle skids
y - coefficient of adhesion between wheel and road surface
Simplifying the above formula, we get the limit slope angle at which the car skids.
tg = y (5-21)
Conditions for a vehicle to skid before tipping over when moving on a horizontal slope
tg < tg d or y <
c
2 hours
(5-22)
In case the car is stationary on a horizontal slope, in a similar way as above we can also determine the limiting angle of inclination at which it will overturn or slide.
Limit slope angle of overturning when moving on horizontal slope:
tg t =
c
2 hours
(5-23)
Limiting slope angle at which the vehicle skids:
tg = y (5-24)
Conditions for a vehicle to slide before it overturns
tg < tg d or y <
c
2 hours
(5-25)
5.3.2. Lateral stability of the car when turning on a horizontal inclined road
5.3.2.1. According to the overthrow conditions
When the vehicle turns, in addition to the forces acting as above, the vehicle is also subject to the centrifugal force P L located at the vehicle's center of gravity (Figure 5.6) with the rotation axis being YY and the pulling force on the trailer being P m . In this case, the direction of the force P m acting is considered to be in the horizontal direction. The forces P L and P m are both divided into two components due to the tilt angle . When the angle





