【正文】 ve, widely vary in thickness. （35）層很密的粉細(xì)砂層多呈半膠結(jié)狀態(tài)，其建筑工程特性良好。This project is located nearby South China Sea, the site and the surrounding is covered by sediment and swamp sediment, the sediments are consist of sands, viscous sandy soil and soft clay. 場(chǎng)地土類別：II 類。As the upper earth of the planed site’s foundation is soft, the underwater is buried in a shallow depth, when foundation pit is excavated, the pit wall section consisted of the layer（21）is easy to collapse, Layer (31) amp。15 / 90We will anize “Jiangsu Shenlong Marine Engineering Co.,Ltd Project Management Department of Water Intaking Work of Malaysia 209E Combined Power Station”, Ni Fusheng who has the national qualification certificate of GradeOne Project Manager and are much experienced also ever acted as project manager on more than one similar projects。The water for construction and life at sunk well, pumps room and jacking pipes will be supplied by leading to the regulators at all water users after connecting with Φ48PVC pipes to the interface and measuring point nearby construction site provided by the owner or Party A.、施工用電Power for construction work采用電纜將電源從業(yè)主或甲方提供的接口處接至各用電點(diǎn)。沉井下沉到位后，如截水、截砂效果良好，采用干封底并澆筑鋼筋混凝土底板。Determination of project management team and construction group will be based on the characteristics of this project, personnel selection and arrangement should be on the specific requirement, the persons who have similar working experience will be priority considered to send to the site for work. 、生產(chǎn)現(xiàn)場(chǎng)準(zhǔn)備 Preparation of construction siteA、清除施工現(xiàn)場(chǎng)范圍內(nèi)的所有障礙物，如樹木、塊石、垃圾等；Remove all the obstacles such as trees, stones and rubbish etc. 18 / 90from construction site.B、修筑現(xiàn)場(chǎng)臨時(shí)道路；Build up temporary road on siteC、修建生產(chǎn)性臨設(shè)及臨時(shí)堆場(chǎng)，安裝水電線路并試水試電；Build up temporary facilities and stacking yard, install water and electrical lines and test.D、修建臨時(shí)排水溝、截水溝、污水處理池；Build up temporary gutter, catch water and waste water treatment pitE、修建蓄水池、泥水沉淀池。 12 / 90Daily change range of relative humidity 32％年平均相對(duì)濕度 %Average relative annual humidity最高大氣壓力 1065hPaHighest atmospheric pressure最低大氣壓力 955hPaLowest atmospheric pressure、降雨量 Rainfall 平均降雨量: 3759 mm (19512022)Average rainfall年最大降雨量: 4692 mmHighest annual rainfall年最小降雨量: 2900 mmLowest annual rainfall日最大降雨量: 222 mmHighest daily rainfall月平均降雨量（1951－2022）Average monthly rainfall項(xiàng)目item 月份Month1 2 3 4 5 6降雨量 (mm)Rainfall416 268 272 251 231 259項(xiàng)目Rainfall月份Month7 8 9 10 11 12降雨量 (mm)Rainfall250 282 309 358 415 44風(fēng)向頻率 Wind direction frequency根據(jù)民都魯（BINTULU）機(jī)場(chǎng)氣象站 1975 年～2022 年共 28 年風(fēng)向頻率資料統(tǒng)計(jì)， 30 年最大風(fēng)速為 31 m/s.13 / 90According to wind direction frequency statistics of BINTULU airport weather station during 19752022, highest wind speed is 31 m/s in 30 years 、地震烈度 seismic intensity地震水平加速度 Seismic horizontal acceleration 、淡水供應(yīng) fresh water supply電廠淡水水源來(lái)自城市生活飲用水管網(wǎng)。根據(jù)其風(fēng)化程度，將下伏基巖劃分為（61）層強(qiáng)風(fēng)化層和（62）層中等風(fēng)化層。1 / 90馬來(lái)西亞民都魯 209E 聯(lián)合循環(huán)電站工程Malaysia BINTULU 209E Combined Circulation Station Project 循環(huán)泵房Circulating Pumps Room施工組織設(shè)計(jì)Construction Organization Desgin2022 年 7 月July 20222 / 90工程概況 GENERAL OF PROJECT .............................................................................................自然條件 NATURAL CONDITION........................................................................................工程地質(zhì)及水文條件 GEOLOGICAL AND HYDROLOGICAL CONDTIONS...............工程地質(zhì) GEOLOGICAL CONDITION ...........................................................................水文條件 HYDROLOGICAL CONDITION.......................................................................地下水 UNDERGROUND WATER.................................................................................10 、氣候條件 CLIMATICAL CONDITION ..............................................................................1氣溫 TEMPERATURE .....................................................................................................1相對(duì)濕度及大氣壓力 RELATIVE HUMIDITY AND ATOMSPHERICAL PRESSURE.........................................................................................................................................................1降雨量 AMOUNT OF RAINFASLL.................................................................................1風(fēng)向頻率 WIND FREQUENCY........................................................................................1地震烈度 SEISMIC INTENSITY............................................................................................1淡水供應(yīng) FRESH WATER SUPPLY ......................................................................................1施工基本條件 BASIC CONSTRUCTION CONDITTIONS .........................................13RE、電源 POWER SUPPLY.....................................................................................................1水源 WATER SOURCE ....................................................................................................1臨時(shí)道路 TEMPORARY ROAD ......................................................................................1施工場(chǎng)地 CONSTRUCTUION SITE ................................................................................1辦公區(qū) OFFICES AREAS.................................................................................................14施工準(zhǔn)備 CONSTRUCTION PREPARATION ...........................................................................1施工組織準(zhǔn)備 PREPARATION FOR CONSTRUCTION ORGANIZATION..................1組建項(xiàng)目經(jīng)理部 ESTABLISH PROJECT MANAGER DEPT.......................................1技術(shù)準(zhǔn)備 TECHNICAL PREPARATION........................................................................1物資設(shè)備準(zhǔn)備 PREPARATION OF MATERIALS AND EQUIPMENT ......................1施工人員準(zhǔn)備 PREPARATION OF CONSTRUCTING PERSONS ....................