National Development and Urban Water Demands through the Mexican Capital City

2015 ◽  
pp. 46-74
Author(s):  
Antonio A. R. Ioris
Author(s):  
Louis Caleb Kutame ◽  
Olivia Frimpong Kwapong

This chapter assessed the learning needs of street vendors in Accra, the capital city of Ghana. The findings revealed that vendors in the streets of Accra were made up predominantly of young people aged between the ages of 16 and 40 years. Seventy-five percent (75%) of these street vendors had gone through basic education and about 55% of them showed interest in furthering their learning. A majority of those who wished to further their education and indicated that they wished to be assisted in acquiring technical education which they figured out would enable them to generate regular revenues with which they can support themselves and their families. It was recommended that adult educators should assist street vendors in locating opportunities for the learning they have indicated and to support them in achieving their dream for the sake of national development.


1984 ◽  
Vol 22 (1) ◽  
pp. 167-175 ◽  
Author(s):  
Jonathan Moore

On 4 February 1976 the Federal Military Government of Nigeria promulgated Decree No. 6, initiating the removal of the national capital from Lagos to Abuja. Thus Nigeria followed Brazil, Botswana, Malawi, Pakistan, and Tanzania to become the most recent developing country to arrange for a transfer of its centre of government. The proliferation of new capitals constructed in the twentieth century has captured the world-wide attention of geographers, architects, planners, and demographers, but the literature on the subject examines these projects almost exclusively with a focus on planning for national development. This viewpoint too often neglects politics as the paramount force in the relocation of a nation's capital city.


2020 ◽  
Vol 9 (11) ◽  
pp. 642 ◽  
Author(s):  
Keyu Bao ◽  
Rushikesh Padsala ◽  
Daniela Thrän ◽  
Bastian Schröter

Humans’ activities in urban areas put a strain on local water resources. This paper introduces a method to accurately simulate the stress urban water demand in Germany puts on local resources on a single-building level, and scalable to regional levels without loss of detail. The method integrates building geometry, building physics, census, socio-economy and meteorological information to provide a general approach to assessing water demands that also overcome obstacles on data aggregation and processing imposed by data privacy guidelines. Three German counties were used as validation cases to prove the feasibility of the presented approach: on average, per capita water demand and aggregated water demand deviates by less than 7% from real demand data. Scenarios applied to a case region Ludwigsburg in Germany, which takes the increment of water price, aging of the population and the climate change into account, show that the residential water demand has the change of −2%, +7% and −0.4% respectively. The industrial water demand increases by 46% due to the development of economy indicated by GDP per capita. The rise of precipitation and temperature raise the water demand in non-residential buildings (excluding industry) of 1%.


2003 ◽  
Vol 358 (1440) ◽  
pp. 1985-1996 ◽  
Author(s):  
Jan Lundqvist ◽  
Paul Appasamy ◽  
Prakash Nelliyat

A rapid expansion of urban systems, particularly in less–developed countries, pose considerable challenges. Urbanization also provides opportunities for socio–economic progress. Relative contribution from the urban sector to national economic growth is very high. The fate and the role of the socio–economic system in local, regional and national development hinges on many circumstances. Apart from delicate social issues, deficiencies in water provision, internal distribution and a hazardous water and environmental quality represent basic and tangible daily problems. Urban water security requires fresh thinking at two levels. Some kind of basin authority (corresponding to a county council, i.e. a formal administrative and regulatory body for the geographical area within a river basin) in combination with a national water policy is required, notably in countries that contemplate, or are in the process of implementing, regional and sometimes inter–basin schemes to augment supply to growing conglomerations. Similarly, the generation of large volumes of waste water and the associated threat to downstream areas cannot be effectively tackled through conventional urban planning. Within the urban area, and particularly in non–regulated parts, there is an urgent need for institutional arrangements that facilitate operations for providers who have the capacity and ability to function under the prevailing circumstances. Introduction of effective production and treatment technologies are other necessary and urgent prerequisites to reach urban water security in Third World cities.


2012 ◽  
Vol 26 (5) ◽  
pp. 1347-1363 ◽  
Author(s):  
George P. Panagopoulos ◽  
George D. Bathrellos ◽  
Hariklia D. Skilodimou ◽  
Faini A. Martsouka

2020 ◽  
Vol 143 ◽  
pp. 02041
Author(s):  
Qingshan Ma ◽  
Junyuan Jia ◽  
Fujin Tian ◽  
Ting Lei ◽  
Changjian Chen

The source of water supply in Nanchang City is relatively single, and the safety of urban water supply is difficult to guarantee. According to the hydrogeological conditions of the study area, a threedimensional visualization numerical model of groundwater system was established. After the model identification and verification, combined with the target of emergency water supply in Nanchang city, the emergency exploitation of groundwater in Youkou emergency water source was simulated by using the model under different emergency exploitation schemes, respectively. The prediction results show that compared with scheme I and scheme II, scheme III is most suitable for the requirements of well layout, which has the advantages with the minimum drawdown of groundwater level, and the maximum exploitation. For scheme III, under the conditions that the dewatered aquifers are no more than 1/2 and 2/3 of the original aquifer, the emergency exploitation of 36.55×104m3/d and 49.45×104m3/d can be provided, which could meet the emergency water demands of 54.9% and 74.3% of the local residents, respectively.


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