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希尼尔翻译 公司助力中企在乌兹别克斯坦塔什干州开拓国际项目

  

青岛希尼尔翻译 公司助力中企在乌兹别克斯坦塔什干州开拓国际项目

执行的技术 标准Applicable Technical Standards
工程中采用 的主要标准有:
Main standard specifications applied to the works are:
(1) SHNK, KMK: Town-planning regulations (National Uzbek Standards)
(2) GOST Standard: National government standards
(3) MKN, MSHN, VSN: Norms and standards for the road sector
(4) IKN: Departmental building codes used in the construction of highways
(5) OSN: standards used in the domain of transfer of communications and their structures
For works not covered by these specifications, the relevant GOST or equivalent international standards are deemed to apply.

自然状况Natural Conditions
2.4.1气候Climate
塔什干州是 大陆性气候,特征是夏季漫长,天热、干燥;冬季短暂,很少下雪。年最高气温出现在6月,多山地 区则在7-8月。最热月 份的平均最高气温为34.7℃。
The climate of Tashkent region is continental characterized by hot dry long summers and short almost snowless winters. The highest annual temperatures are in June, and in July-August in more mountainous terrains. Average maximum temperature of the hottest month is 34.7°С.
最冷时期的 平均最高温度为0.6℃。
Average maximum temperature of the coldest period is 0.6°С.
该地区的风 速范围为每秒1.4-5米。平均降 水量为432mm。冷冻深度 可达0.7米。
The wind speeds in the area are ranging from 1.4-5 meter per second. The average precipitation level is 432 mm. The freezing depth is up to 0.7 m.
2.4.2 物理地理条 件Physic-geographical conditions
该州主要河 流是锡尔河( Sirdarya,该河流经 塔什干州的长度为125km)及其支流— —奇尔奇克(Chirchik)河、恩仁(Angren)河。
The main rivers in the region are Sirdarya (length in Tashkent region – 125km) and its tributaries - Chirchik and Angren.
恰特卡尔 (Chatkal)、库拉明(Kuramin)、普斯凯姆 (Pskem)和乌伽姆(Ugam)山岭位于该 州东北部和东部。该州大部分地势特征为由北向南、由东北向西南从山脚逐渐降低向平原过渡,一直延伸至锡尔河畔。海拔达到1200-1400米的山区为 草原地形,再高处生长有松树林,到了2000米高处则为 亚高山和高山牧场。
Chatkal, Kuramin, Pskem and Ugam mountain ridges are located in the north-east and east parts of region. Most part of territory represents gradually lowering foothill plain to south and south-west up to Sirdarya River. In mountains up to 1200-1400 m high there are mountain steppes, upper there are pine woods, and at 2000 m height subalpine and alpine pastures.
2.4.3 供水来源Sources of Water Supply
目标区域由 于有大量的河流和定居点,定居点均有供水系统,所以供水没有困难。将从最邻近的河流、灌溉渠道以及自流井提供工艺用水。饮用水和公用设施用水则建议从途经定居点接入,定居点有供水系统。
Due to the availability of large quantity of rivers and settlements, which have water supply system, water supply of the object presents no difficulty. Technical water supply will be provided by water from the nearest rivers, irrigate channels, as well as from artesian wells. Drinking water and water for utility needs are recommended to be taken in the crossed settlements, which have water supply systems.
2.4.4 地质结构Geological Structure
在已勘测路 段,7.0m深处,土壤 由黄灰色和灰色沃土组成,有富含铁元素迹象,间杂小碎石和砾石,其中水分饱和。填方层及其上各层由最大粒度1.9m的砾石+卵石土壤构 成。
On the prospected road at a depth of 7.0 m, the soil is composed of yellow-gray and gray loam, dense with signs of iron and insertions of small crushed stone and gravel, which are water saturated. The fill and upper layers are made of gravel-pebbly soils up to 1.9 m.
施工地点的 地震活动度计算结果为8分。
Calculated seismicity of construction site is 8 points.

2019年2月11日

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