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Upstream and Downstream are basically Upstream And Downstream Questions Class 10 Off breaking up theactivity of the Oil and Gas Sector. Basically Crude Oil myboat360 boatplansted from land, then all the impurites like salt,water and sulphur is removed from it. The crude with less sulphur content is called Sweet Crude. This Crude is stored in myboat360 boatplans Class 10 Upstream Downstream Questions And Answers this crude is transported to refineries where the crude oil is broken into myboat360 boatplansr fractions using fractional distillation process. The fractions like petrol,diesel,aviation fuel,paraffin wax,kerosene and othters are extracted. These products are then stored in different tanks. The place where a. Upstream/downstream with respect to time/history can be confusing, because upstream in time means downstream in history, and vice-versa (genealogy terminology works much better here - parent/ancestor/child/descendant). � charlesreid1 Jul 18 '15 at 6. Related: What does 'upstream' mean? at OS � kenorb Aug 20 '15 at � , that simply means there is no absolute upstream repo or downstream repo. Those notions are always relative between two repos and depends on the way data flows: If "yourRepo" has declared "otherRepo" as a remote one, then� The reputation requirement helps protect this question from spam and non-answer activity. Not the answer you're looking for?. Upstream marketing focuses on innovation, attempting to answer two questions: 1. Where is the market moving? 2. What will customers want next?� Anything the marketing team introduces to help the sales team with its next marketing campaign is classed as a downstream activity and, for this reason, decisions should always be coordinated with sales. This is often a quick win as the information a sales team feeds back is highly valuable and can be implemented quickly. Market research focused on short-term sales campaigns is also a downstream activity. For instance, research surveys could establish whether customers would be willing to pay a higher price for additional functionality and features or whether affordability is vital to them at.

The provisions of this Chapter issued under the act of April 22, P. The provisions of this Chapter adopted September 2, , effective September 3, , 1 Pa. Cross References. This chapter cited in 6 Pa. Subchapter A. This chapter incorporates by reference the BAT specified in 40 CFR Parts and relating to National primary drinking water regulations; and National primary drinking water regulations implementation. It is typically constructed of a nonrigid, fabric filtration media housed in a pressure vessel in which the direction of flow is from the inside of the bag to outside.

Infiltration is typically enhanced by the hydraulic gradient imposed by a nearby pumping water supply or other well. The higher the bin, the higher the concentration of source water Cryptosporidium. The term includes, but is not limited to, the sources of water and treatment, storage, bottling, manufacturing and distribution facilities. The term does not include a public water system which provides only a source of water supply for a bottled water system and excludes an entity providing only transportation, distribution or sale of bottled water in sealed bottles or other sealed containers.

The term includes, but is not limited to, the sources of water, treatment, storage or distribution facilities. The term does not include a public water system which provides only a source of water supply for a bulk water hauling system. B Evaluation of major unit processes. C Identification and prioritization of performance limiting factors. D Assessment of the applicability of comprehensive technical assistance. E Preparation of a CPE report. In determining the total percent inactivation, the residual disinfectant concentration of each disinfection sequence and corresponding contact time before subsequent disinfection application points shall be determined.

It is typically constructed as rigid or semirigid, self-supporting filter elements housed in pressure vessels in which flow is from the outside of the cartridge to the inside. The first compliance cycle begins January 1, , and ends December 31, Each compliance cycle is made up of three 3-year compliance periods.

Within the first compliance cycle, the first compliance period runs from January 1, , through December 31, The term does not include bottled water and bulk water systems. The term does not include connections to devices totally within the control of one or more public water systems and connections between water mains.

The term normally includes flocculation after coagulation, but does not include sedimentation. Contact time in pipelines is calculated based on plug flow by dividing the internal volume of the pipeline by the flow rate through that pipeline. Contact time within mixing basins and storage reservoirs is determined by tracer studies or an equivalent demonstration. The term includes interim, revised and final regulations. The term includes the officers, employees and agents of a partnership, association, company, corporation, municipality, municipal authority, political subdivision, or an agency of Federal or State government.

The term includes collection, treatment, storage and distribution facilities under control of the operator of the system and used in connection with the system. The term includes collection or Class 10 Upstream And Downstream Questions Ltd pretreatment storage facilities not under control of the operator which are used in connection with the system. The term also includes a system which provides water for bottling or bulk hauling for human consumption.

Water for human consumption includes water that is used for drinking, bathing and showering, cooking, dishwashing or maintaining oral hygiene. The term does not include finished water. A surface water intake protection area must consist of up to three zones: i Zone A. A 2-mile wide area inland from the edge of a waterway or surface water body and extending upstream to the hour time-of-travel. For drainage basins greater than or equal to square miles, the remainder of the upstream basin.

Zone B and Zone C, if present, comprise the contributing area for the water source. The facilities shall constitute a system if they are adjacent or geographically proximate to each other and meet at least one of the following criteria: A The facilities provide water to the same establishment which is a business or commercial enterprise or an arrangement of residential or nonresidential structures having a common purpose and includes mobile home parks, multi-unit housing complexes, phased subdivisions, campgrounds and motels.

B The facilities are owned, managed or operated by the same person. C The facilities have been regulated as a single public water system under the Federal act or the act. The term includes treatment technique requirements established under the Federal act, and treatment technique requirements adopted under the act.

Examples of the water include distilled water, mineral water, spring water and well water. A wellhead protection area must consist of up to three zones: i Zone I.

The protective zone immediately surrounding a well, spring or infiltration gallery which shall be a foot-tofoot radius depending on site-specific source and aquifer characteristics.

The zone encompassing the portion of the aquifer through which water is diverted to a well or flows to a spring or infiltration gallery. Delivery may be through a direct connection or through the distribution system of one or more public water systems. Immediately preceding text appears at serial pages to , to , to and Notes of Decisions. A proposed municipal reservoir is a new water source even though the water will come from the same watershed and same body of water as the present water supply.

Millheim Borough v. Commonwealth, 74 Pa. This section cited in 25 Pa. The purpose of this chapter is to protect the public health and safety by assuring that public water systems provide a safe and adequate supply of water for human consumption by establishing drinking water quality standards, permit requirements, design and construction standards, system management responsibilities and requirements for public notification.

Immediately preceding text appears at serial page This chapter applies to each public water system, unless the public water system meets all of the following conditions: 1 Consists only of distribution and storage facilities, and does not have collection and treatment facilities. General requirements. Immediately preceding text appears at serial pages to Organization of chapter.

Inspection authorization. This section does not create a duty by the Department to conduct, or a right in a person to expect, a minimum number of inspections per year, inspections for a particular reason or during a certain period or set a maximum number of inspections. Immediately preceding text appears at serial pages and Immediately preceding text appears at serial pages , and Subchapter B.

This subchapter cited in 25 Pa. Under the act, the EQB will adopt MCLs and treatment technique requirements no less stringent than those promulgated under the Federal act for contaminants regulated under the Federal regulations.

The Board may adopt MCLs and treatment technique requirements more stringent than those promulgated under the Federal act, and may adopt MCLs or treatment technique requirements for contaminants for which no MCL or treatment technique requirement has been promulgated under the Federal act.

The primary MCLs, MRDLs and treatment technique requirements which are incorporated by reference are effective on the date established by the Federal regulations. In granting the extension, the Department will set a schedule for compliance and may specify any interim measures that the Department deems necessary. Failure to meet the schedule or interim treatment requirements constitutes a violation of National Primary Drinking Water Regulations.

The secondary MCL for copper is not incorporated by reference. A public water system shall provide adequate treatment to reliably protect users from the adverse health effects of microbiological contaminants, including pathogenic bacteria, viruses and protozoan cysts. The number and type of treatment barriers and the efficacy of treatment provided shall be commensurate with the type, degree and likelihood of contamination in the source water.

The treatment technique must provide at least The Department, depending on source water quality conditions, may require additional treatment as necessary to meet the requirements of this chapter and to protect the public health. I The filtered water turbidity shall be less than or equal to. II The filtered water turbidity shall be less than or equal to 2. III Beginning January 1, , for public water systems serving 10, or more persons, the filtered water turbidity shall meet the following criteria: -a- Be less than or equal to 0.

IV Beginning January 1, , for public water systems serving fewer than 10, persons, the filtered water turbidity shall meet the following criteria: -a- Be less than or equal to 0. B Slow sand or diatomaceous earth filtration.

I The filtered water turbidity shall be less than or equal to 1. C Membrane filtration. I Beginning August 20, , for all public water systems, the filtered water turbidity must be less than or equal to 0. D Other filtration technologies. The same performance criteria as those given for conventional filtration and direct filtration in clause A shall be achieved unless the Department specifies more stringent performance criteria based upon onsite studies, including pilot plant studies, where appropriate.

Failure to maintain the minimum log inactivation for more than 4 hours of operation constitutes a breakdown in treatment. B Provide a minimum residual disinfectant concentration of 0. Failure to maintain the minimum entry point residual disinfectant concentration for more than 4 hours of operation is a treatment technique violation.

I For a system using disinfectants other than free chlorine, the water supplier shall maintain: -a- A minimum concentration that provides, in terms of CTs achieved, a level of protection equivalent to that provided by 2. II For a system with extended contact times, generally 60 minutes or more, between the point of application and the first customer, the Department may allow the water supplier to maintain a disinfectant residual concentration less than 2.

B Provide continuous filtration and disinfection in accordance with this paragraph according to the following schedule: I By December 31, , for a public water system that, prior to March 25, , had a waterborne disease outbreak or Giardia contamination in its surface water source. II Within 48 months after the discovery of one of the following conditions, or by December 31, , whichever is earlier, for a public water system that experiences the condition after March 25, -a- A waterborne disease outbreak.

The study shall identify the alternative which best assures the long-term viability of the public water system to meet drinking water standards. The study shall propose a schedule for completion of work, including the design, financing, construction and operation of one of the following alternatives: I Permanent filtration treatment facilities that meet the requirements of this chapter.

II Abandonment of the unfiltered surface water source and one of the following: -a- Permanent interconnection with another water supply which meets the requirements of this chapter. B Submit the feasibility study according to the following schedule: I By March 31, , for a supplier which prior to August 31, , experienced a triggering event as specified in subparagraph iii B II. II By June 30, , for a supplier which after August 31, , but before January 1, , experienced a triggering event as specified in subparagraph iii B II.

III By August 31, , for other suppliers. C Submit a full and complete permit application for the means identified in the approved feasibility study by which the supplier shall meet the requirements of this paragraph, according to the following schedule: I By the date set in the approved feasibility study for a supplier which, prior to January 1, , experienced a triggering event as specified in subparagraph iii B II.

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