This document discusses financial aspects of tourism in protected areas. It notes that while public finance has traditionally supported protected areas, funding is often insufficient. It explores potential sources of income for protected areas like tourism, fees, donations, and partnerships with the private sector. Specific funding strategies are examined, like establishing protected areas as parastatals to retain more revenue and operate more autonomously. Guidelines are provided for reducing public resistance to fees and increasing corporate contributions.
Triaxial testing is one of the most versatile geotechnical laboratory tests. It allows the shear strength and stiffness of soils to be determined under controlled stress conditions simulating field stresses. There are three primary triaxial test types: unconsolidated-undrained (UU), consolidated-undrained (CU), and consolidated-drained (CD). A triaxial test involves placing a soil specimen in a pressure cell, saturating it, consolidating it to the desired stress state, and then shearing it while measuring its response. The test provides parameters like friction angle, cohesion, and undrained shear strength used in geotechnical design.
The document outlines the process for designing vertical vessel foundations, including determining the vessel type, design considerations, calculation criteria, and steps. The key steps are: (1) sketching the vessel and foundation, (2) determining equipment and load data, (3) calculating gravity, wind, and seismic loads, (4) checking soil bearing capacity, sliding, and overturning, (5) structurally designing the pedestal with vertical bars, horizontal ties, and top face bars, and (6) calculating anchor forces. The purpose is to ensure the foundation can safely support the vertical vessel according to Saudi Aramco standards.
This document discusses the design of crane runway girders. It covers three main issues with crane girder and structure connections: vertical load transformation, free rotation at supports, and transverse load transformation. It then provides details on typical crane girder sections and rail fastenings. The design procedure outlined involves calculating vertical and horizontal loads, determining load combinations, and checking the girder for major axis bending capacity, lateral-torsional buckling, combined bending moments, web shear, local compression under wheels, web bearing and buckling, and deflections. References are made throughout to relevant British standards for structural steel design.
The document defines the coefficient of friction and describes the relationship between frictional force, normal force, and other variables. There are two types of friction: static friction, which acts when an object tries to begin moving, and kinetic friction, which acts when an object is already in motion. The frictional force is calculated as the coefficient of friction multiplied by the normal force on the object's surface. For horizontal surfaces, the normal force is equal to the object's weight. The document notes that static friction coefficients are not always higher than kinetic/dynamic coefficients, as commonly believed, especially for brake materials.
This document provides an overview and user guide for automating HEC-RAS simulations using the HEC-RAS Controller (HECRASController). The HECRASController allows users to control HEC-RAS from external applications using programming code. The book discusses the key components of the HECRASController, provides code samples and step-by-step instructions for writing programs to open HEC-RAS, modify inputs, run simulations, and retrieve outputs. It also covers strategies for handling errors and progress tracking. The appendices document all procedures in the HECRASController in detail. The book aims to help HEC-RAS users learn basic programming to more efficiently automate HEC-RAS
Geologist Tako Koning presented a Friday debate on the theme of "Angola's oil economy, past, present & future". He is a Canadian, Angola-based petroleum geologist and consultant. The presentation included a history of the Angola economy, the advantages and disadvantages of a petro-economy, geology basics, major oil discoveries in the country and insight into the country's current and future levels of oil exploration.
Supervision of piling works, ACES, 2011, SingaporeTong Seng Chua
This document summarizes information presented at a seminar on the supervision of foundation works. It discusses local geology, types of foundations including bored and driven piles, common construction problems, load testing, integrity testing, and relevant safety regulations. The key topics covered include soil conditions in Singapore, different pile construction methods, quality control processes like load and integrity testing, guidelines for safe construction and load testing, and sources of specification standards. Working as a team between all parties is emphasized as important for foundation works.
Triaxial testing is one of the most versatile geotechnical laboratory tests. It allows the shear strength and stiffness of soils to be determined under controlled stress conditions simulating field stresses. There are three primary triaxial test types: unconsolidated-undrained (UU), consolidated-undrained (CU), and consolidated-drained (CD). A triaxial test involves placing a soil specimen in a pressure cell, saturating it, consolidating it to the desired stress state, and then shearing it while measuring its response. The test provides parameters like friction angle, cohesion, and undrained shear strength used in geotechnical design.
The document outlines the process for designing vertical vessel foundations, including determining the vessel type, design considerations, calculation criteria, and steps. The key steps are: (1) sketching the vessel and foundation, (2) determining equipment and load data, (3) calculating gravity, wind, and seismic loads, (4) checking soil bearing capacity, sliding, and overturning, (5) structurally designing the pedestal with vertical bars, horizontal ties, and top face bars, and (6) calculating anchor forces. The purpose is to ensure the foundation can safely support the vertical vessel according to Saudi Aramco standards.
This document discusses the design of crane runway girders. It covers three main issues with crane girder and structure connections: vertical load transformation, free rotation at supports, and transverse load transformation. It then provides details on typical crane girder sections and rail fastenings. The design procedure outlined involves calculating vertical and horizontal loads, determining load combinations, and checking the girder for major axis bending capacity, lateral-torsional buckling, combined bending moments, web shear, local compression under wheels, web bearing and buckling, and deflections. References are made throughout to relevant British standards for structural steel design.
The document defines the coefficient of friction and describes the relationship between frictional force, normal force, and other variables. There are two types of friction: static friction, which acts when an object tries to begin moving, and kinetic friction, which acts when an object is already in motion. The frictional force is calculated as the coefficient of friction multiplied by the normal force on the object's surface. For horizontal surfaces, the normal force is equal to the object's weight. The document notes that static friction coefficients are not always higher than kinetic/dynamic coefficients, as commonly believed, especially for brake materials.
This document provides an overview and user guide for automating HEC-RAS simulations using the HEC-RAS Controller (HECRASController). The HECRASController allows users to control HEC-RAS from external applications using programming code. The book discusses the key components of the HECRASController, provides code samples and step-by-step instructions for writing programs to open HEC-RAS, modify inputs, run simulations, and retrieve outputs. It also covers strategies for handling errors and progress tracking. The appendices document all procedures in the HECRASController in detail. The book aims to help HEC-RAS users learn basic programming to more efficiently automate HEC-RAS
Geologist Tako Koning presented a Friday debate on the theme of "Angola's oil economy, past, present & future". He is a Canadian, Angola-based petroleum geologist and consultant. The presentation included a history of the Angola economy, the advantages and disadvantages of a petro-economy, geology basics, major oil discoveries in the country and insight into the country's current and future levels of oil exploration.
Supervision of piling works, ACES, 2011, SingaporeTong Seng Chua
This document summarizes information presented at a seminar on the supervision of foundation works. It discusses local geology, types of foundations including bored and driven piles, common construction problems, load testing, integrity testing, and relevant safety regulations. The key topics covered include soil conditions in Singapore, different pile construction methods, quality control processes like load and integrity testing, guidelines for safe construction and load testing, and sources of specification standards. Working as a team between all parties is emphasized as important for foundation works.
Design elevated tanks Dynamic Analysis
Response spectrum Spring mass model
Examples solved according to
Egyptian - European -Code
Models High tanks – floor-design
Roofed - exposed - concrete - metal
1. High-tank reinforced concrete roofed propped on a framework (4) columns
2. - High-roofed reinforced concrete tank propped on a framework (6) columns
3 - High-roofed reinforced concrete tank propped on Core Reinforced Concrete
4 - Ground-roofed metal circular tank propped directly on the soil
5 - Ground tank Exposed reinforced concrete circular propped directly on the soil
6. - Ground tank Exposed reinforced concrete rectangular propped directly on the soil
The document discusses the design of columns in concrete structures. It covers several topics related to column design including: member strength and capacity versus section capacity, moment magnification, issues regarding slenderness effects, P-Delta analysis, and effective design considerations. The key steps in column design are outlined, including determining loads, geometry, materials, checking slenderness, computing design moments and capacities, and iterating the design as needed. Factors that influence column capacity such as slenderness, bracing, and effective length and stiffness are also described.
The document provides a step-by-step guide for conducting a time-history seismic analysis using SAP2000 software. It details how to:
1) Download recorded earthquake accelerograms from the PEER database, such as one from the 1940 Imperial Valley earthquake.
2) Upload the selected accelerogram file into SAP2000 and define it as a time history function.
3) Assign the accelerogram to a time history analysis case and run the dynamic analysis.
4) View and analyze results like envelopes of axial forces, moments, and time histories of displacements.
Free-body diagrams are diagrams used to show the relative magnitude and direction of all forces acting upon an object in a given situation. A free-body diagram is a special example of the vector diagrams that were discussed in an earlier unit.
This document provides an overview of the analysis and design of offshore structures. It discusses various types of offshore structures including fixed platforms, compliant structures, and floating structures. It then covers the design methodology, loads assessment, materials selection, corrosion protection, structural simulation, and structural analysis techniques for offshore structures. The document is intended as a reference for the analysis and design of offshore oil and gas platforms.
This document provides a raft foundation design analysis and design in accordance with BS8110 Part 1-1997. It includes definitions of the soil properties, raft geometry, material properties, and loading. It then performs checks for bearing capacity, bending, shear, and deflection for the internal slab and edge beams. Reinforcement is designed for the slab and edge beams to satisfy the various design checks.
This document analyzes the buckling response of a frame system composed of a cross-laminated timber column connected to a steel beam. The system is modeled as having two degrees of freedom, with springs representing the bending stiffness of the column and axial stiffness of the beam. A Newton-Raphson algorithm is used to iteratively solve the nonlinear equilibrium equations as the load is incremented. The effects of varying the load magnitude, initial imperfections, and beam stiffness are examined. Increasing the load or imperfections reduces structural stiffness, while increasing beam stiffness enhances the overall strength of the system.
OCS Training Virtual - IADC Rig Equipment Inspection CertificationMuanisa Waras
The IADC RIG EQUIPMENT INSPECTION-ADVANCED course is essential training in order to ensure optimum performance of your rig, reduce downtime and maintain safety of your personnel, planned maintenance and accurate inspection. Successful completion of Rig Equipment inspection Examination (on the last day of the training) leads to certification as Competent Rig inspector-certified by The IADC
The document summarizes key concepts related to mechanics of solids, including:
1. Definitions of stress, strain, Hooke's law, shear stress, Poisson's ratio, Young's modulus, and strain energy.
2. Methods for analyzing plane trusses and thin cylindrical shells.
3. Types of beams, loading conditions, shear force and bending moment diagrams.
4. Methods for determining deflection, including double integration, moment area, and Macaulay's method.
The document provides information on how to conduct a bunker survey, including the required tools, steps to take, and how to calculate bunker quantities. It describes taking tank soundings and samples, recording temperature and density measurements, applying corrections for trim and list, and using ASTM tables to determine volume and weight correction factors to calculate the quantity of bunkers in metric tons. It also provides a sample calculation for a fuel oil tank sounding.
Sheet piles are sections of sheet materials like steel, timber, or concrete with interlocking edges that are driven into the ground to provide earth retention and excavation support. Common uses include retaining walls, bridges, tunnels, basements, and marine structures. There are advantages like strength and reusability, and disadvantages like installation difficulty and neighborhood disturbance. Different types include timber, concrete, and steel piles. Construction typically involves driving the piles and then backfilling soil up to the anchors in a cantilever or anchored system. Pressure calculations determine active and passive pressures using properties like soil unit weight and coefficients to design the sheet pile wall depth and anchors.
Rankine proposed a hypothesis to overcome limitations in Euler's theory for predicting the buckling load of struts and columns. Rankine's hypothesis assumes the buckling load is equal to the shorter of either the crushing load or Euler's buckling load, plus a factor. This results in an empirical formula known as Rankine's formula that can be used to calculate the buckling load of struts and columns of any slenderness ratio, including short, long, and intermediate lengths. Rankine's formula provides a more practical method of analysis compared to Euler's theory.
This presentation covers an imaginary design of diversion dam in Tarbela dam Pakistan. The design covers all the prospects of dam engineering, from basics dam planning to construction.
Sources of finance, Sue Snyman and Paul EaglesAnna Spenceley
Presentation made at the CBD/IUCN TAPAS Group meeting on "Tourism partnerships and concessions in protected areas: Cooperating for success" meeting in the iSimangaliso Wetland Park
This document discusses enclave tourism and the concept of leakage in tourism. It provides the following key points:
1) Enclave tourism, like all-inclusive resorts, is characterized by high levels of leakage as tourists rarely interact with local communities beyond resort staff. Most spending goes to international companies rather than local businesses.
2) Leakage occurs through import leakage when resorts import goods to meet tourist demands, and export leakage when profits are repatriated overseas by foreign investors. This can result in up to 80% of tourist spending leaving the local economy.
3) Reducing leakage and maximizing local economic benefits requires strategies like regulating foreign ownership, supporting small local businesses, and reinvesting
Tourism can provide significant economic benefits but also poses risks to the environment if not managed sustainably. It generates income, employment, and tax revenue for destinations but can also strain natural resources through high demand, pollution, and overdevelopment. Sustainable tourism aims to minimize environmental impacts and manage tourism capacity and growth within the limits of local ecosystems. Certification programs have also emerged to recognize hotels and tour operators that adopt environmentally-friendly practices.
2016 DHT1113 Topic 2 travel and tourism industry part 2Laura Law
The document discusses trends in the global tourism and travel industry. Key points include:
- The continued strength of the Chinese outbound travel market, which is growing rapidly and prefers mobile-friendly online booking and social media presence.
- A rising trend of travelers wanting to "unplug" and disconnect from work while on vacation through digital detoxes.
- Tourists in 2016 seeking opportunities to explore lesser-known, untouched, and unique destinations and experiences.
- Fewer barriers to international travel as flights become cheaper and language barriers dissolve with translation apps.
- Millennials are an important market for adventure travel and want unique, authentic experiences that allow them to learn something new.
The document discusses the relationship between hospitality, travel, and tourism. It notes that while travel encompasses all movement of people, tourism specifically refers to travels involving visiting attractions and enjoying hospitality services. The industries are interdependent, with attractions, accommodations, transportation, and other services relying on each other. Tour packages combine multiple components for convenience. Frequent flyer and guest programs incentivize return visits. The document also outlines different types of travel intermediaries and how they distribute travel products and services.
Design elevated tanks Dynamic Analysis
Response spectrum Spring mass model
Examples solved according to
Egyptian - European -Code
Models High tanks – floor-design
Roofed - exposed - concrete - metal
1. High-tank reinforced concrete roofed propped on a framework (4) columns
2. - High-roofed reinforced concrete tank propped on a framework (6) columns
3 - High-roofed reinforced concrete tank propped on Core Reinforced Concrete
4 - Ground-roofed metal circular tank propped directly on the soil
5 - Ground tank Exposed reinforced concrete circular propped directly on the soil
6. - Ground tank Exposed reinforced concrete rectangular propped directly on the soil
The document discusses the design of columns in concrete structures. It covers several topics related to column design including: member strength and capacity versus section capacity, moment magnification, issues regarding slenderness effects, P-Delta analysis, and effective design considerations. The key steps in column design are outlined, including determining loads, geometry, materials, checking slenderness, computing design moments and capacities, and iterating the design as needed. Factors that influence column capacity such as slenderness, bracing, and effective length and stiffness are also described.
The document provides a step-by-step guide for conducting a time-history seismic analysis using SAP2000 software. It details how to:
1) Download recorded earthquake accelerograms from the PEER database, such as one from the 1940 Imperial Valley earthquake.
2) Upload the selected accelerogram file into SAP2000 and define it as a time history function.
3) Assign the accelerogram to a time history analysis case and run the dynamic analysis.
4) View and analyze results like envelopes of axial forces, moments, and time histories of displacements.
Free-body diagrams are diagrams used to show the relative magnitude and direction of all forces acting upon an object in a given situation. A free-body diagram is a special example of the vector diagrams that were discussed in an earlier unit.
This document provides an overview of the analysis and design of offshore structures. It discusses various types of offshore structures including fixed platforms, compliant structures, and floating structures. It then covers the design methodology, loads assessment, materials selection, corrosion protection, structural simulation, and structural analysis techniques for offshore structures. The document is intended as a reference for the analysis and design of offshore oil and gas platforms.
This document provides a raft foundation design analysis and design in accordance with BS8110 Part 1-1997. It includes definitions of the soil properties, raft geometry, material properties, and loading. It then performs checks for bearing capacity, bending, shear, and deflection for the internal slab and edge beams. Reinforcement is designed for the slab and edge beams to satisfy the various design checks.
This document analyzes the buckling response of a frame system composed of a cross-laminated timber column connected to a steel beam. The system is modeled as having two degrees of freedom, with springs representing the bending stiffness of the column and axial stiffness of the beam. A Newton-Raphson algorithm is used to iteratively solve the nonlinear equilibrium equations as the load is incremented. The effects of varying the load magnitude, initial imperfections, and beam stiffness are examined. Increasing the load or imperfections reduces structural stiffness, while increasing beam stiffness enhances the overall strength of the system.
OCS Training Virtual - IADC Rig Equipment Inspection CertificationMuanisa Waras
The IADC RIG EQUIPMENT INSPECTION-ADVANCED course is essential training in order to ensure optimum performance of your rig, reduce downtime and maintain safety of your personnel, planned maintenance and accurate inspection. Successful completion of Rig Equipment inspection Examination (on the last day of the training) leads to certification as Competent Rig inspector-certified by The IADC
The document summarizes key concepts related to mechanics of solids, including:
1. Definitions of stress, strain, Hooke's law, shear stress, Poisson's ratio, Young's modulus, and strain energy.
2. Methods for analyzing plane trusses and thin cylindrical shells.
3. Types of beams, loading conditions, shear force and bending moment diagrams.
4. Methods for determining deflection, including double integration, moment area, and Macaulay's method.
The document provides information on how to conduct a bunker survey, including the required tools, steps to take, and how to calculate bunker quantities. It describes taking tank soundings and samples, recording temperature and density measurements, applying corrections for trim and list, and using ASTM tables to determine volume and weight correction factors to calculate the quantity of bunkers in metric tons. It also provides a sample calculation for a fuel oil tank sounding.
Sheet piles are sections of sheet materials like steel, timber, or concrete with interlocking edges that are driven into the ground to provide earth retention and excavation support. Common uses include retaining walls, bridges, tunnels, basements, and marine structures. There are advantages like strength and reusability, and disadvantages like installation difficulty and neighborhood disturbance. Different types include timber, concrete, and steel piles. Construction typically involves driving the piles and then backfilling soil up to the anchors in a cantilever or anchored system. Pressure calculations determine active and passive pressures using properties like soil unit weight and coefficients to design the sheet pile wall depth and anchors.
Rankine proposed a hypothesis to overcome limitations in Euler's theory for predicting the buckling load of struts and columns. Rankine's hypothesis assumes the buckling load is equal to the shorter of either the crushing load or Euler's buckling load, plus a factor. This results in an empirical formula known as Rankine's formula that can be used to calculate the buckling load of struts and columns of any slenderness ratio, including short, long, and intermediate lengths. Rankine's formula provides a more practical method of analysis compared to Euler's theory.
This presentation covers an imaginary design of diversion dam in Tarbela dam Pakistan. The design covers all the prospects of dam engineering, from basics dam planning to construction.
Sources of finance, Sue Snyman and Paul EaglesAnna Spenceley
Presentation made at the CBD/IUCN TAPAS Group meeting on "Tourism partnerships and concessions in protected areas: Cooperating for success" meeting in the iSimangaliso Wetland Park
This document discusses enclave tourism and the concept of leakage in tourism. It provides the following key points:
1) Enclave tourism, like all-inclusive resorts, is characterized by high levels of leakage as tourists rarely interact with local communities beyond resort staff. Most spending goes to international companies rather than local businesses.
2) Leakage occurs through import leakage when resorts import goods to meet tourist demands, and export leakage when profits are repatriated overseas by foreign investors. This can result in up to 80% of tourist spending leaving the local economy.
3) Reducing leakage and maximizing local economic benefits requires strategies like regulating foreign ownership, supporting small local businesses, and reinvesting
Tourism can provide significant economic benefits but also poses risks to the environment if not managed sustainably. It generates income, employment, and tax revenue for destinations but can also strain natural resources through high demand, pollution, and overdevelopment. Sustainable tourism aims to minimize environmental impacts and manage tourism capacity and growth within the limits of local ecosystems. Certification programs have also emerged to recognize hotels and tour operators that adopt environmentally-friendly practices.
2016 DHT1113 Topic 2 travel and tourism industry part 2Laura Law
The document discusses trends in the global tourism and travel industry. Key points include:
- The continued strength of the Chinese outbound travel market, which is growing rapidly and prefers mobile-friendly online booking and social media presence.
- A rising trend of travelers wanting to "unplug" and disconnect from work while on vacation through digital detoxes.
- Tourists in 2016 seeking opportunities to explore lesser-known, untouched, and unique destinations and experiences.
- Fewer barriers to international travel as flights become cheaper and language barriers dissolve with translation apps.
- Millennials are an important market for adventure travel and want unique, authentic experiences that allow them to learn something new.
The document discusses the relationship between hospitality, travel, and tourism. It notes that while travel encompasses all movement of people, tourism specifically refers to travels involving visiting attractions and enjoying hospitality services. The industries are interdependent, with attractions, accommodations, transportation, and other services relying on each other. Tour packages combine multiple components for convenience. Frequent flyer and guest programs incentivize return visits. The document also outlines different types of travel intermediaries and how they distribute travel products and services.
Presentation made at the Sustainable Tourism in Small Island Developing States conference, 23-24 November 2017, Seychelles. A partnership of the Seychelles Sustainable Tourism Foundation, IUCN WCPA Tourism and Protected Areas Specialist Group, University of Seychelles, Paris Tourism Sorbonne (IREST), and Global Sustainable Tourism Council.
The document discusses the potential for public-private partnerships (PPPs) to increase tourism at heritage sites in India. It notes that while India has many important heritage sites, the current system for maintaining and promoting them is underfunded and ineffective. PPPs could provide private sector expertise and funding to develop infrastructure that improves tourism. This would generate more revenue for maintaining sites while creating jobs and preserving cultural heritage. The document analyzes tourism statistics, lists relevant government organizations, and outlines challenges. It proposes a framework where the private sector invests in amenities, and both public and private actors take on different roles, with oversight to manage risks.
Fundamentals of tourism and concessions in protected areas, Paul F J EaglesAnna Spenceley
Presentation made at the CBD/IUCN TAPAS Group meeting on "Tourism partnerships and concessions in protected areas: Cooperating for success" meeting in the iSimangaliso Wetland Park
Operation Hope proposal - animated Appeals site - concept 08 Jan 2014Hebe S. Gonzalez M.
Operation Hope proposes developing an interactive online appeals portal and potential gaming application to honor the 30th anniversary of a 1984 New Zealand relief campaign for Eritrea, engage donors more fully in humanitarian response, and increase donations by allowing donors to select and "load" needed relief items onto a virtual cargo ship or through gameplay while learning about emergency contexts. The goals are to acknowledge the past appeal, improve donor experience and understanding, and assess potential for a gaming approach to raise funds and awareness over the medium to long term.
Strategies used to manage responsible tourismDavid Brice
This document discusses ways that tourism can benefit local communities through retaining visitor spending locally, widening access to facilities, funding community projects, providing employment and training, and education. It emphasizes keeping tourist money circulating within the local economy, using local suppliers, and investing money raised from tourism into parks, community centers, and attractions for residents. Local people can be trained for tourism jobs and businesses can adopt sustainable practices while educating visitors.
Financial Institution Chapter one PPT slide.pptxetebarkhmichale
KCB MSME Loan Offer
Our KCB MSME Loan offer has been designed for our business customers in response to the current harsh economic times. We’re providing a financial cushion to help maintain liquidity for your working capital or to enable you to acquire trading assets.
Benefits
What we need from you
• Be an active KCB account holder for at least 6 months
• Business account annual turnover of between KES 500,000 to KES 100 Million.
• Must be a registered business (MSME) in Kenya
• Provide Business registration certificate
• Provide a valid business permit or trade license from the county government.
• Have a tax compliance certificate
• Borrower must have been in operation (viably) for at least 2 years.
• Must be a credit worthy MSME.
• Have a positive CRB listing
• Be compliant with the bank’s Environmental Risk Management Guidelines where applicable
Visit your nearest branch or contact your relationship manager to apply.
*Terms and Conditions Apply
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The document provides an overview of conservation finance strategies and funding sources. It discusses trends in private and public funding for conservation and outlines various approaches such as philanthropic funding, corporate social responsibility programs, ballot initiatives, federal and state funding programs, and private sector strategies like impact investing, ecosystem markets, and agricultural/forestry real asset investments. The Conservation Finance Network seeks to accelerate land conservation by expanding innovative financing approaches.
This document discusses the key stakeholders in the events industry, which are classified into four main categories: 1) professional event managers (PCOs), 2) the community, 3) service suppliers, and 4) government offices and regulatory bodies. It provides details on the roles and responsibilities of each stakeholder group. PCOs organize events, the community attends events and hosts them, suppliers provide necessary event services, and the government and regulators establish rules and provide support for the industry. The stakeholders all interact and influence each other as well as being impacted by external forces like the economy.
This document discusses the key stakeholders in the events industry, which are classified into four main categories: 1) professional event managers (PCOs), 2) the community, 3) service suppliers, and 4) government offices and regulatory bodies. It provides details on the roles and responsibilities of each stakeholder group. PCOs organize events, the community attends events and hosts them, suppliers provide necessary event services, and the government and regulators establish policies and standards for the industry.
Rural firms’ Finance for growth needs - Tim Powell, Senior Business Executive...enterpriseresearchcentre
The document discusses sources of finance for businesses at different stages of growth. It outlines the key characteristics of different types of funding including "Four Fs" (friends and family), grants, debt, and equity. For each type of funding, it provides details on typical funding amounts, requirements, success rates, and examples of providers. The overall document serves as an overview to help businesses understand their funding options as they progress from early stage to later stage growth.
This document discusses sources and types of climate financing mechanisms. It outlines key messages on climate finance including the need to address how much funding is required and where it will come from. It then provides an overview of existing global funding mechanisms like the Global Environmental Facility and Adaptation Fund. It also discusses sources of climate finance including private, public, and multilateral sources. The document outlines instruments used to disburse funds like loans, equity, and grants. It notes that most financing supports mitigation efforts while a smaller portion goes to adaptation. Innovative means to leverage more funds are also proposed.
Tourism involves travel for recreational, leisure, or business purposes. Key aspects of the tourism industry include transportation, accommodations, attractions, food services, and other tourism-related sectors. Tourism marketing utilizes the 4Ps - product, price, place, and promotion. Products involve both tangible goods and intangible experiences. Promotion communicates with customers through various channels. Placement refers to how information is distributed. Pricing considers costs, demand, competition and commissions. Road transport is an important part of tourism, providing connectivity and flexibility. It faces challenges around infrastructure maintenance.
Similar to Financial aspects of tourism in protected area (20)
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At Techbox Square, in Singapore, we're not just creative web designers and developers, we're the driving force behind your brand identity. Contact us today.
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Anny Serafina Love - Letter of Recommendation by Kellen Harkins, MS.AnnySerafinaLove
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2. • The foundation of many protected areas has
been and continues to be public finance.
• Unfortunately,
many
protected
area
management agencies have insufficient funds
to respond properly to the demands of
tourism and conservation.
3. • In general, protected area staff in developing
countries are poorly paid, there is limited
funding for protected area investment, and
alternative land uses (or destructive activities
like poaching) are seen as more lucrative by
local people and national politicians.
4. • Currently, most governments do not fund
protected areas fully.
• In developing countries government funds are
limited and protected areas come low down in
terms of national priorities.
• The average public support for protected areas in
developed countries (US$2,058 per km2) is much
greater than that in developing countries
(US$157).
5. • But, even in developed countries with a
long history of protected areas, securing
adequate finance from government
sources is a struggle.
• In the USA, for example, government
appropriations are regarded by many as
insufficient for the needs.
6. • However, against a background of generally
declining government support for protected
areas, managers need to be creative in raising
funds – and no source is more promising than
through tourism.
7. • But even where tourism is a potentially important
source of income, it alone cannot generate sufficient
funds for all aspects of cultural and natural heritage
protection.
• Also, protected areas provide a range of other vital
services to society, whose values should be recognised
by some form of public finance.
• Thus there continues to be a strong case for
governments to help fund protected areas and the
emphasis placed here on generating income through
tourism is not intended to undermine basic support
of this kind.
9. Potential income sources for protected
areas
Government funding
programmes
Park entrance fees
Recreation service fees,
special events and special
services
Equipment rental
Food Sales
(restaurant and store)
Merchandise sales
(equipment, clothing, souvenirs)
Donations, foreign aid
Sale or rental of image rights
Parking
Public investments
Private sector initiatives
Accommodation
Cross product marketing and
image sale
10. Visitor fees
• Most parks charge some form of entrance fees, either per
person or per vehicle, or a combination of both.
• Some parks provide specialised recreation services, such as
guided tours or special events. Frequently a special-use
charge is applied to these services, to cover the cost of
provision of the service and to earn income for other uses.
• Parks that allow vehicle entrance must provide parking sites.
Charging for parking can be a lucrative source of income.
11. Accommodation
• Some parks operate camp-sites, cabins, and lodges,
and charge visitors accordingly.
• Accommodation charges can be one of the largest
income sources available for protected areas.
12. Equipment and food services
• Outdoor recreation often requires specialised
equipment, much of which is difficult to transport over
long distances.
• Therefore, the provision of such equipment in parks,
either for sale or rental, can be a source of revenue.
• All park visitors require food, either in the form of
groceries or prepared in restaurants. The purchase of
food is a major expenditure item for travellers, and
parks can earn a substantial income from this source.
13. Consumer products
• Merchandise sales are potentially a very large source of
income for parks, but one that is seldom utilised. However,
in recent years the sale of tailor-made specialised parks
merchandise, such as clothing, equipment and
publications, has become quite successful.
• Major crafting industries develop around parks where the
park agency facilitates contact between the craftsmen and
the tourists, involving communities living within or around
the areas, and bringing jobs and income to the people
involved.
14. Public/industry donations
• Satisfied and concerned foreign visitors have
been known to return to their home countries
and lobby for foreign aid budgets to be
applied to the parks they have visited.
• Such donations are most frequently provided
toward specific initiatives, such as a new
facility, research or a special recreation
programme.
15. Cross product marketing and image sale
• Protected areas represent a valuable “intellectual property”, as an
image with which corporations wish to be associated.
• For example, park names are often very well known and
appreciated. Additionally, their sites are attractive and are highly
desired by some enterprises, such as advertisers and movie
producers.
• A few protected areas earn substantial income from the sale of
licences to use their names and images. Cross product marketing is
a very popular business practice, but is rare in protected areas. This
occurs when two allied products advertise and sell each other’s
product.
• An example in a protected area context might be a shared market
programme between a film company and a park.
16. Public and Private sector
financial relationships
• Tourism management in protected areas requires finance, but most
agencies take advantage of only a small portion of potential income
sources.
• The mix of finance sources used and the percentage of finance
earned from each source is the result of the public policies applied
in each jurisdiction as well as the individual initiative of the
manager.
• The type of financial arrangement used is also strongly influenced
by the history and structure of the park agency and its creativity.
• Although government agencies are typically competent providers of
tourism services, they often have structural limitations that inhibit
efficient and effective functioning. Thus the private sector may be
better able to deliver certain services.
17. Public sector role in park tourism
1 Environmental protection
2 Infrastructure (roads, airports, rail lines,
electricity, sanitation)
3 Security and enforcement
4 Monitoring of impacts, evaluation of quality
5 Allocation of access
6 Limits of acceptable change
7 Information (interpretation, visitor centres)
18. Private sector role in park tourism
1 Accommodation and food
2 Transportation (buses, automobiles, airplanes)
3 Information (guides, advertising)
4 Media (films, books, videos)
5 Site promotion and advertising
6 Consumer products (clothes, souvenirs,
equipment)
7 Personal services (entertainment)
19. • The operation of a protected area tourism
industry requires the co-operation of both the
public and private sector.
• Neither can do the job alone. Each is
fundamentally dependent upon the other.
• This situation is not always easy and much time
and effort can be wasted in real or apparent
conflict situations. The long-term health of the
natural environment and the financial condition
of all sectors of ecotourism depend upon cooperation.
20. Funding of protected areas through
parastatals
•
In many countries all income earned by a government agency goes to central
government.
•
Under such arrangements, each year the central government sends out a
mandatory and/or discretionary budget amount for operations.
•
The annual budget is typically tied to political considerations in government, not to
the level of protected area income or the level of service delivery.
•
This funding structure is very difficult for an agency offering tourism services, the
costs of which may consequently vary over time, sometimes quite dramatically.
•
Also, most government agencies do not provide service or competency-based
payments to employees.
•
Such institutional arrangements may inhibit protected areas from providing high
quality services, charging appropriate fees, or functioning in a positive, proactive
fashion; and there is little incentive for the employee to provide high levels of
service quality.
21. • Such concerns have been behind the development of
protected area agencies which have parastatal forms
of operation.
• Examples include Tanzania National Parks (TANAPA)
and the Kenya Wildlife Service. Typically, parastatal
agencies function like companies within government
(often called crown or public corporations).
22. Key components of a parastatal agency
(crown or public corporation)
•
•
•
•
•
•
Internal financial management
Year over year retention of earnings
Flexible staffing policies
Competency-based incentives to employees
Flexibility in setting fees and charges
Flexibility in licensing concessions, properties and
services
• Ability to respond quickly to client demands
• Board of directors
• Higher levels of client service
23. • Thus the main advantages of parastatals are: their
ability to retain the money they earn; the incentive
this creates to raise additional funds; and their
more autonomous and entrepreneurial approach to
operations.
• As a result, parastatals tend to be much more
financially successful and better financed than
government agency forms of operation.
24. International sources of assistance
• In much of the developing world, support for
protected areas comes in part from outside
donors.
• There are donor agencies (e.g. the World
Bank, the European Union).
25. • Although most agencies focus their support
mainly on poverty relief and meeting the
needs of the rural poor, many see the
development of tourism in connection with
protected areas as a means to those ends.
• This has led to the advocacy of “pro-poor”
tourism strategies.
26. Guidelines on reducing public resistance to fees
are these:
• Use fee revenues for quality improvements to
trails, toilets, maps, and other facilities;
• Make small fee increases rather than making
them in large jumps;
• Use moneys for operational costs rather than
as a control mechanism for visitor entry;
27. • Retain and use money for specific, known, park
purposes, rather than for general revenues;
• Use extra money for conservation of the area
visited;
• Provide abundant information to the public
about the income earned and the actions funded
through it.
28. Corporate contributions to protected
areas
Corporate funding is becoming more common in
protected areas. The motivations behind corporate
support for protected areas are several:
• A desire to support, and be seen to be supporting,
a worthwhile cause;
• For tourist companies working in a protected area,
the need to sustain the basis of their industry;
• The need to access resources in or near the
protected area;
29. • As a kind of compensation for damage done
to the protected area (e.g. mining in it, or
nearby);
• The need to acquire a greener image for the
company or its products; and
• The benefits that protected areas can bring
to their staff and customers.