Samples collected from the CI aquifer are characterized by high temperatures varying from 47.5°C to 60.4°C in November 2010 and 40.5°C to 61.3°C in April 2012 (Table 1).
Samples collected from the CI aquifer are characterized by high temperatures varying from 40°C to 60°C and conductivities of 2110 to 3370 µS/cm.
The colour of dwarf stars can range from blue to red, the corresponding temperature varying from high (above 10,000 K) to low (a few thousand K).
(iii) Amazonian lowlands (100 500 m elevation) are located East of the Andes and are covered by dense tropical rainforest with temperatures varying 25 29°C and high humidity.
It also provides a unique ecological niche, as the microbes in this lignocellulose-rich environment thrive in relatively high temperatures (50°C) with varying microenvironments of aerobic surface to anoxic interior.
May is the hottest month, with daily temperatures ranging from 27-37 C; January, the coldest month, has temperatures varying from 12-23 C. The highest recorded temperature is 43.9 C, and the lowest is 5 C. Often, in April–June, the city is struck by heavy rains or dusty squalls followed by thunderstorms or hailstorms, bringing cooling relief from the prevailing humidity.
The transmission of malaria is high during the rain season (usually from June to October, with temperatures varying between 25°C and 40°C).
The climate of Cyprus is predominantly subtropical, with daily mean summer temperatures ranging from 22°C in the high altitude areas to 29°C in the low altitude areas and daily maximum summer temperatures varying between 27°C and 36°C, respectively.
An industrial bagasse collection site at sugar mills represents a unique ecological niche for lignocellulose decomposition due to its high enrichment of lignocellulosic materials under high temperature and low nitrogen, with varying microenvironmental conditions, from the aerobic pile surface to the anoxic interior region.
This paper presents a non-linear finite element analysis using ADINA Software to investigate transverse thermal deformations and stresses through concrete cover surrounding FRP bars under high temperatures up to +60 °C varying the ratio of concrete cover thickness to FRP bar diameter (c/db).
