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"... 1.4 The norms accepted ASTM Asm ANSI Cei Isa IEEE Nfpa Cee Oms En,afnor,bs Asme 1.2 technique condition Capacity 2 m3 /h for 8h non stop ???? To be confirmed. The system most be plugged to the national water network (Ade) at the pressure of 3 bars And temp following the ambient condition The caract ..."
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1.4 The norms accepted ASTM Asm ANSI Cei Isa IEEE Nfpa Cee Oms En,afnor,bs Asme 1.2 technique condition Capacity 2 m3 /h for 8h non stop ???? To be confirmed. The system most be plugged to the national water network (Ade) at the pressure of 3 bars And temp following the ambient condition The caracteristique of the water to be treated is noted in the chapter 2.2.1 General demand Reference in this field. Experience in this type of installation Experience in the treatment of water reference in Algeria (all type of project) 3.1 The technique of water treatment Ref: drawing .1. Done by Didine Abdoune following 3.1 3.3 demands specified 1 traitement of water most following this point The treatment of water most be done following the data in the table of the caracteristique of the water table 1 Treatment of water containing floating particle Treatment of water wear the turbidity is high Correction of the smell the test and elimination of the chloral And the water most not contain um1 Treatment of bacterologique and disinfection and sterilization of the water For the sterilization we most use the UV method ///// most is in the norm of OMS OR THE EUROPEN UNION Demand of the equipments, most be \\\\\ Most be storage tank of the capacity of 15 M3 for the no treated water (venting valve) and man hole, over flow line, bady switched to indicate the level for the pump number 2 So the start and stop following the info given from the BDY SWICHE Storage tank for produced water in capacity of 4m3 x 2 in parallel (valve for by passe) sit glass safety valve and over flow, man hole. Bd swich for the control of start and stop of pump n 2 Pipeline Material most be STM a 120 SCH 80 OR EQUIVALENT The connection from the man most be EPOER PIPE MOST STAND THE FOLOWING SITUATION - dilation and the contraction thermique - vibration - effects of the temperature - support flexibility - over thickness 1,6 mm for the corrosion - the sludge and drain most be connected to the existing system - the treed most be type NPT ,drilled and treed conform to ANSI B 1.20.1 - The flanges most be ANSI class 150/PN20 - Manometer most be installed in the piping - No return valve drainer , venting , and sample - The pvc and the aplomb are excluded from the installation Civil engineering and still structure - All unites most be mounted in skids and chassis the chassis will be fix in foundation plate form of beton armed and welded inside structure the chassis most be from galvanized type and will be having low ding point - The offers most have also the offer of the installation housing still structure and...etc all proposition are well come the cover of the housing most be maid of TN40 - Construction most be erthequek proven Instrumentation and control - The installation most have the measurement and control of the following - The hardness - The ph - Pressure indicator - Pressure in the filters and alarms Power valuable - 380 v - phase 03 neutral - frequency HZ 50 Spare parts - list of spare parts for period of 2 years this list most have consumable part and changing part for the total unite - Most be list of spare parts of start up. - including the tousle and special tousles for the operation and maintenance of the installation - if there is chimiquell product to included in the prosses most provide the information of this one The noise restriction is 85 db The provider most guaranty 20 years of providing ( ) 20 years of spar parts The time of delivery is 6 month staring the day of the signature of the contract? Test the unite most be tested in eyes whiteness of 2 person from the sonatrach The submission most include - drawings of the implantation of the unite - foundation drawing and the still structure - process drawings - electrical drawings - specifications of the equipment List data scheet of the instrumentation Isometriques drawings Operating manuals Planning for the global phases
"... We implement variable n-grams using a word-tree data structure, where nodes represent sequences of words ("contexts") and store how often that context appeared in a training corpus. We build the tree by growing it from the root up. Unlike other methods, there is no pruning step. Instead, we used ..."
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We implement variable n-grams using a word-tree data structure, where nodes represent sequences of words ("contexts") and store how often that context appeared in a training corpus. We build the tree by growing it from the root up. Unlike other methods, there is no pruning step. Instead, we used the simple heuristic of maintaining a priority-queue of candidate leaves, sorted by how often those contexts occurred in the training text. The most popular leaves are then added to the tree, and this process repeats until a specified memory limit is reached. In this way, the tree was able to make branches for longer sentence fragments like "across the street from the" while saving the space from storing uncommon ones.