UN PLAN PARA RECUPERAR LOS RÍOS Y ACUÍFEROS DEL VALLE CENTRAL

El mayor consumo de agua en Costa Rica ocurre en el Valle Central, pues ahíestá asentada cerca del 60% de la población del país. Sin embargo, la disponibilidad de agua está disminuyendo debido al crecimiento demográfico y al decreciente volumen de los ríos y aguas subterráneas.El Valle Central posee cerca de 57 ríos que podrían utilizarse como fuente de agua potable. pero sólo 10 de ellos tienen sus nacientes ubicadas en bosques primarios y son adecuadas para este fin. Las nacientes de la mayoría de los otros ríos se encuentran en tierras económicamente improductivas, tales como pastizales y áreas de bosques muy alterados, que pierden su volumen de agua durante la estación seca.Las proyecciones de crecimiento demográfico hasta el año 2100 permiten visualizar un marcado incremento en la demanda de agua, el cual se mantendrá durante los próximos 50 años. Consecuentemente, para proporcionar un adecuado suministro de agua para esta creciente población. es fundamental detener la contaminación de las aguas subterráneas y recobrar el volumen de agua de los ríos.En este trabajo se propone un plan sencillo para aumentar el volumen de agua de los ríos del Valle Central y para proteger nuestros acuíferos. Se mencionan también otros beneficios económicos y sociales que tendría la aplicación de esta propuesta.Abstract: About 60% of the popuiation of Costa Rica lives in the Central Valley where consequcntly occurs the highest water consumption. As a contrast water shortness is increasing in this country due to population growth and diminishing volume of river and subterranean water.There are about 57 rivers in the Central Valley that could be used as a source of water but only 10 of them have their headwaters inside primary forest and are appropriate for this purpose. The headwaters of mosi of the nvers lay in underproductive lands such as grass fields and very disturbed forest and bose their water volume during dry season.Population growth estimates until year 2100 allow foreseeing a high rate of increase in water demand for the next 50 years. In order to have an adequate supply of water for ihis expanding population it is mandatory to stop subterranean water pollution and to recovcr nver water volume.In this paper 1 propose a simple plan to augment the water volume of the headwaters of the rivers of the Central Valley and to protect our subterranean water sources. Other social and economic benefits that stem from this plan are also analyzed.

Elimination of urine in response to water intake is consistent in well-hydrated individuals

A simple method has been recently proposed to assess acute hydration status in humans; however, several questions remain regarding its reliability, validity, and practicality. Objective: Establish reliability of a simple method to assess euhydration, that is, to analyze whether this method can be used as a consistent indicator of a person´s hydration status. In addition, the study sought to assess the effect exercise has on urine volume when euhydration is maintained and a standardized volume of water is ingested. Methods: Five healthy physically active men and five healthy physically active women, 22.5 ± 2.3 years of age (mean ± standard deviation) reported to the laboratory after fasting for 10 hours or more on three occasions, each one week apart. During the two identical resting euhydration conditions (EuA and EuB), participants remained seated for 45 minutes. During the exercise condition (EuExer), participants exercised intermittently in an environmental chamber (average temperature and relative humidity = 32 ± 3°C and 65 ± 7%, respectively) for a period of 45 minutes and drank water to offset loss due to sweating. The order of treatments was randomized. Upon finishing the treatment period, they ingested a volume of water equivalent to 1.43% body mass (BM) within 30 minutes. Urine was collected and measured henceforth every 30 minutes for 3 hours. Results: Urine volume eliminated during EuExer (1205 ± 399.5 ml) was not different from EuB (1072.2±413.1 ml) or EuA (1068 ± 382.87 ml) (p-value = 0.44). Both resting conditions were practically identical (p-value = 0.98) and presented a strong intraclass correlation (r = 0.849, p-value = 0.001). Conclusions: This method, besides simple, proved to be consistent in all conditions; therefore, it can be used with the certainty that measurements are valid and reliable.