Report
Share
Download to read offline
![psi
psi
ppg
ppg
FORMATION STRENGTH DATA:
SURFACE LEAK -OFF PRESSURE FROM
FORMATION STRENGTH TEST (A)
(C)
(B)
MUD WEIGHT AT TEST
MAXIMUM ALLOWABLE MUD WEIGHT =
(B) +
(A)
SHOE T.V. DEPTH x 0.052
=
INITIAL MAASP =
((C) - CURRENT MUD WEIGHT) x SHOE T.V. DEPTH x 0.052
=
PUMP NO. 1 DISPL. PUMP NO. 2 DISPL.
bbls / stroke bbls / stroke
CURRENT DRILLING MUD:
CURRENT WELL DATA::
ppg
WEIGHT
CASING SHOE DATA:
inch
SIZE
feet
M. DEPTH
feet
T.V
. DEPTH
HOLE DATA:
inch
SIZE
feet
M. DEPTH
feet
T.V
. DEPTH
SPM
SPM
SLOW PUMP
RATE DATA:
(PL) DYNAMIC PRESSURE LOSS [psi]
PUMP NO. 1 PUMP NO. 2
PRE-RECORDED
VOLUME DATA:
LENGTH
feet
CAPACITY
bbls / foot
VOLUME
barrels
PUMP STROKES
strokes
TIME
minutes
DRILL PIPE
HEAVY WALL DRILL PIPE
DRILL COLLARS
DRILL STRING VOLUME
x
x
x
=
=
=
+
+
bbls
(D) (E)
DC x OPEN HOLE
DP / HWDP x OPEN HOLE
OPEN HOLE VOLUME
x
x
=
= +
bbls
(F)
TOTAL ANNULUS VOLUME
TOTAL WELLSYSTEM VOLUME
x =
bbls
(G)
(F+G) = (H)
(D+H) = (I)
strokes Min
strokes
strokes
strokes
ACTIVE SURFACE VOLUME
TOTALACTIVE FLUID SYSTEM
bbls
bbls
(J)
(I +J)
DP x CASING +
strokes
strokes
strokes
VOLUME
PUMP DISPLACEMENT
PUMP STROKES
SLOW PUMP RATE
bbls
Dr No SV 04/01
(Field Units)
27-01-2000
Surface BOP Vertical Well Kill Sheet (API Field Units)
International Well Control Forum DATE :
NAME :
Min
Min
Min
Min](https://image.slidesharecdn.com/killsheetvertical-230802073034-e6626f99/85/Kill-Sheet-Vertical-pdf-1-320.jpg)
![psi
psi SICP PIT GAIN barrels
SIDPP
KICK DATA :
KILL MUD WEIGHT
KMW
CURRENT MUD WEIGHT +
SIDPP
TVD x 0.052
ppg
................. +
X 0.052
=
INITIAL CIRCULATING
PRESSURE
ICP
DYNAMIC PRESSURE LOSS + SIDPP
................. + ................. =
psi
psi
FINAL CIRCULATING
PRESSURE
FCP
x DYNAMIC PRESSURE LOSS
KILL MUD WEIGHT
CURRENT MUD WEIGHT
x ................. =
(K) = ICP - FCP = ................... - ................... = .............. psi
(K) x 100
(E)
=
X 100
=
psi
100 strokes
STROKES PRESSURE
[psi]
STATIC
&
DYNAMIC
DRILL
PIPE
PRESSURE
[psi]
STROKES
Dr No SV 04/02 (Field Units) 27-01-2000
DATE :
NAME :
International Well Control Forum
Surface BOP Kill Sheet - Vertical Well (API Field Units)](data:image/gif;base64,R0lGODlhAQABAIAAAAAAAP///yH5BAEAAAAALAAAAAABAAEAAAIBRAA7)
Recommended
Sample
This document provides specifications for a technical delivery of an item for Job NEM-LD-03 Drawing No. NEM-LD-03-01. It specifies that two caps are required as per the attached Material Requisition Report for size, tolerance, material, and other requirements. Testing reports and markings will be as required in the Material Requisition Report. Heat treatment and any supplementary requirements will also follow the specifications in the attached report.
3.IADC-WW-SurfaceStack_FIELD-012214.pdf
This document contains calculations and information for determining drilling fluid properties, drill string capacities, pump pressures, and well control parameters. It includes the true pump output, drill string capacities for different drill pipes and collars, annular capacities, strokes required to circulate fluid from surface to bit and bit to shoe. It also lists the maximum allowable mud density, maximum allowable annular pressure, kill mud weight, initial and final circulating pressures. The document contains information on the current well data including mud properties, casing and hole details, pump rates and a pressure chart for analyzing well kicks.
External-Pressure-Calculations.pdf
This document provides calculations for the thickness requirements of various vessel components, including shells, heads, and jackets, to withstand internal pressure of 30 psi and external pressure of 15 psi. Finite element analysis shows the calculations provide a conservative, safe design with a factor of safety above 3. Key inputs include material properties, dimensions, pressures, and temperature. Calculations are shown for several components to verify the minimum required thicknesses based on ASME Section VIII Division 1 code rules.
Drilling Subsea Calculation
This document provides calculations for a subsea kill operation on a drilling project. It includes details of the well geometry like total vertical depth, shoe depth, drill pipe and drill collar lengths. It calculates volumes from surface to bit, bit to surface, and total well system volume. It also determines equivalent mud weight, injection control pressure, kill mud weight, and number of pump strokes needed to displace the kill mud.
Kill sheet
This document discusses the key calculations involved in a kill sheet for plugging and abandoning an oil well. It explains that a kill sheet is used to determine well parameters like volume, strokes, time, mud weights, and circulating pressures. It provides step-by-step worked examples of calculating strokes, times, kill mud weight, initial and final circulating pressures, and a step down chart. The calculations allow operators to safely pump heavy kill mud into the well to displace the drilling fluid before cementing and abandoning the well.
Engineering example calculation
The document provides technical specifications for a fixed tube vessel, including:
- The vessel is designed and stamped per the ASME Boiler & Pressure Vessel Code.
- Key design parameters like maximum allowable working pressure, design temperature, and material specifications.
- Detailed calculations for the cylindrical shell and a 5" inlet nozzle to verify thickness and stress requirements are met.
- The nozzle is adequately reinforced for internal and external pressure loading based on area calculations.
Recommended
Sample
This document provides specifications for a technical delivery of an item for Job NEM-LD-03 Drawing No. NEM-LD-03-01. It specifies that two caps are required as per the attached Material Requisition Report for size, tolerance, material, and other requirements. Testing reports and markings will be as required in the Material Requisition Report. Heat treatment and any supplementary requirements will also follow the specifications in the attached report.
3.IADC-WW-SurfaceStack_FIELD-012214.pdf
This document contains calculations and information for determining drilling fluid properties, drill string capacities, pump pressures, and well control parameters. It includes the true pump output, drill string capacities for different drill pipes and collars, annular capacities, strokes required to circulate fluid from surface to bit and bit to shoe. It also lists the maximum allowable mud density, maximum allowable annular pressure, kill mud weight, initial and final circulating pressures. The document contains information on the current well data including mud properties, casing and hole details, pump rates and a pressure chart for analyzing well kicks.
External-Pressure-Calculations.pdf
This document provides calculations for the thickness requirements of various vessel components, including shells, heads, and jackets, to withstand internal pressure of 30 psi and external pressure of 15 psi. Finite element analysis shows the calculations provide a conservative, safe design with a factor of safety above 3. Key inputs include material properties, dimensions, pressures, and temperature. Calculations are shown for several components to verify the minimum required thicknesses based on ASME Section VIII Division 1 code rules.
Drilling Subsea Calculation
This document provides calculations for a subsea kill operation on a drilling project. It includes details of the well geometry like total vertical depth, shoe depth, drill pipe and drill collar lengths. It calculates volumes from surface to bit, bit to surface, and total well system volume. It also determines equivalent mud weight, injection control pressure, kill mud weight, and number of pump strokes needed to displace the kill mud.
Kill sheet
This document discusses the key calculations involved in a kill sheet for plugging and abandoning an oil well. It explains that a kill sheet is used to determine well parameters like volume, strokes, time, mud weights, and circulating pressures. It provides step-by-step worked examples of calculating strokes, times, kill mud weight, initial and final circulating pressures, and a step down chart. The calculations allow operators to safely pump heavy kill mud into the well to displace the drilling fluid before cementing and abandoning the well.
Engineering example calculation
The document provides technical specifications for a fixed tube vessel, including:
- The vessel is designed and stamped per the ASME Boiler & Pressure Vessel Code.
- Key design parameters like maximum allowable working pressure, design temperature, and material specifications.
- Detailed calculations for the cylindrical shell and a 5" inlet nozzle to verify thickness and stress requirements are met.
- The nozzle is adequately reinforced for internal and external pressure loading based on area calculations.
TDAS 615 Tubing Design pitfalls 2005.ppt
The document discusses tubing design best practices and the capabilities of the TDAS tubing design software. It outlines some common pitfalls in tubing design such as using standardized tubing without review and not considering tubing design when designing casing strings. The TDAS software can help by reviewing tubing design, analyzing tubing movement and loads, and ensuring tubing and casing are appropriately designed for the expected service life and loads. An example selective completion workover is modeled in TDAS to answer key questions about packer loads and tubing integrity. TDAS provides consistent tubing and casing designs that consider the actual service conditions to avoid under or over-designed pipe.
Basic Casing Design and Casing Point Selection.ppt
This document provides an overview of casing design and casing point selection. It defines different types of casing strings, describes the casing point selection process and maximum load casing design method. Key points covered include mechanical properties of steel, criteria for selecting casing depths, kick tolerance calculation, and examples of kick tolerance calculations. The objective is for engineers to understand casing design principles and be able to select appropriate casing points.
哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样
原版一模一样【微信：741003700 】【(csu毕业证书)查尔斯特大学毕业证硕士学历】【微信：741003700 】学位证，留信认证（真实可查，永久存档）offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原海外各大学 Bachelor Diploma degree, Master Degree Diploma
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问Q/微741003700
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
一比一原版(CalArts毕业证)加利福尼亚艺术学院毕业证如何办理
CalArts毕业证学历书【微信95270640】CalArts毕业证’圣力嘉学院毕业证《Q微信95270640》办理CalArts毕业证√文凭学历制作{CalArts文凭}购买学历学位证书本科硕士,CalArts毕业证学历学位证【实体公司】办毕业证、成绩单、学历认证、学位证、文凭认证、办留信网认证、（网上可查，实体公司，专业可靠）
(诚招代理)办理国外高校毕业证成绩单文凭学位证,真实使馆公证（留学回国人员证明）真实留信网认证国外学历学位认证雅思代考国外学校代申请名校保录开请假条改GPA改成绩ID卡
1.高仿业务:【本科硕士】毕业证,成绩单（GPA修改）,学历认证（教育部认证）,大学Offer,,ID,留信认证,使馆认证,雅思,语言证书等高仿类证书；
2.认证服务: 学历认证（教育部认证）,大使馆认证（回国人员证明）,留信认证（可查有编号证书）,大学保录取,雅思保分成绩单。
3.技术服务：钢印水印烫金激光防伪凹凸版设计印刷激凸温感光标底纹镭射速度快。
办理加利福尼亚艺术学院加利福尼亚艺术学院毕业证文凭证书流程：
1客户提供办理信息：姓名生日专业学位毕业时间等（如信息不确定可以咨询顾问：我们有专业老师帮你查询）；
2开始安排制作毕业证成绩单电子图；
3毕业证成绩单电子版做好以后发送给您确认；
4毕业证成绩单电子版您确认信息无误之后安排制作成品；
5成品做好拍照或者视频给您确认；
6快递给客户（国内顺丰国外DHLUPS等快读邮寄）
-办理真实使馆公证（即留学回国人员证明）
-办理各国各大学文凭（世界名校一对一专业服务,可全程监控跟踪进度）
-全套服务：毕业证成绩单真实使馆公证真实教育部认证。让您回国发展信心十足！
（详情请加一下 文凭顾问+微信:95270640）欢迎咨询！子小伍玩小伍比山娃小一岁虎头虎脑的很霸气父亲让山娃跟小伍去夏令营听课山娃很高兴夏令营就设在附近一所小学山娃发现那所小学比自己的学校更大更美操场上还铺有塑胶跑道呢里面很多小朋友一班一班的快快乐乐原来城里娃都藏这儿来了怪不得平时见不到他们山娃恍然大悟起来吹拉弹唱琴棋书画山娃都不懂却什么都想学山娃怨自己太笨什么都不会斟酌再三山娃终于选定了学美术当听说每月要交元时父亲犹豫了山娃也说爸算了吧咱学校一学期才转
官方认证美国密歇根州立大学毕业证学位证书原版一模一样
原版一模一样【微信：741003700 】【美国密歇根州立大学毕业证学位证书】【微信：741003700 】学位证，留信认证（真实可查，永久存档）offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原海外各大学 Bachelor Diploma degree, Master Degree Diploma
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问Q/微741003700
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
Computational Engineering IITH Presentation
This Presentation will give you a brief idea about what Computational Engineering at IIT Hyderabad has to offer.
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024
Sinan from the Delivery Hero mobile infrastructure engineering team shares a deep dive into performance acceleration with Gradle build cache optimizations. Sinan shares their journey into solving complex build-cache problems that affect Gradle builds. By understanding the challenges and solutions found in our journey, we aim to demonstrate the possibilities for faster builds. The case study reveals how overlapping outputs and cache misconfigurations led to significant increases in build times, especially as the project scaled up with numerous modules using Paparazzi tests. The journey from diagnosing to defeating cache issues offers invaluable lessons on maintaining cache integrity without sacrificing functionality.
cnn.pptx Convolutional neural network used for image classication
Convolutional Neural Network used for image classification
Rainfall intensity duration frequency curve statistical analysis and modeling...
Using data from 41 years in Patna’ India’ the study’s goal is to analyze the trends of how often it rains on a weekly, seasonal, and annual basis (1981−2020). First, utilizing the intensity-duration-frequency (IDF) curve and the relationship by statistically analyzing rainfall’ the historical rainfall data set for Patna’ India’ during a 41 year period (1981−2020), was evaluated for its quality. Changes in the hydrologic cycle as a result of increased greenhouse gas emissions are expected to induce variations in the intensity, length, and frequency of precipitation events. One strategy to lessen vulnerability is to quantify probable changes and adapt to them. Techniques such as log-normal, normal, and Gumbel are used (EV-I). Distributions were created with durations of 1, 2, 3, 6, and 24 h and return times of 2, 5, 10, 25, and 100 years. There were also mathematical correlations discovered between rainfall and recurrence interval.
Findings: Based on findings, the Gumbel approach produced the highest intensity values, whereas the other approaches produced values that were close to each other. The data indicates that 461.9 mm of rain fell during the monsoon season’s 301st week. However, it was found that the 29th week had the greatest average rainfall, 92.6 mm. With 952.6 mm on average, the monsoon season saw the highest rainfall. Calculations revealed that the yearly rainfall averaged 1171.1 mm. Using Weibull’s method, the study was subsequently expanded to examine rainfall distribution at different recurrence intervals of 2, 5, 10, and 25 years. Rainfall and recurrence interval mathematical correlations were also developed. Further regression analysis revealed that short wave irrigation, wind direction, wind speed, pressure, relative humidity, and temperature all had a substantial influence on rainfall.
Originality and value: The results of the rainfall IDF curves can provide useful information to policymakers in making appropriate decisions in managing and minimizing floods in the study area.
2008 BUILDING CONSTRUCTION Illustrated - Ching Chapter 02 The Building.pdf
2008 BUILDING CONSTRUCTION Illustrated - Ching Chapter 02 The Building
Null Bangalore | Pentesters Approach to AWS IAM
#Abstract:
- Learn more about the real-world methods for auditing AWS IAM (Identity and Access Management) as a pentester. So let us proceed with a brief discussion of IAM as well as some typical misconfigurations and their potential exploits in order to reinforce the understanding of IAM security best practices.
- Gain actionable insights into AWS IAM policies and roles, using hands on approach.
#Prerequisites:
- Basic understanding of AWS services and architecture
- Familiarity with cloud security concepts
- Experience using the AWS Management Console or AWS CLI.
- For hands on lab create account on [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
# Scenario Covered:
- Basics of IAM in AWS
- Implementing IAM Policies with Least Privilege to Manage S3 Bucket
- Objective: Create an S3 bucket with least privilege IAM policy and validate access.
- Steps:
- Create S3 bucket.
- Attach least privilege policy to IAM user.
- Validate access.
- Exploiting IAM PassRole Misconfiguration
-Allows a user to pass a specific IAM role to an AWS service (ec2), typically used for service access delegation. Then exploit PassRole Misconfiguration granting unauthorized access to sensitive resources.
- Objective: Demonstrate how a PassRole misconfiguration can grant unauthorized access.
- Steps:
- Allow user to pass IAM role to EC2.
- Exploit misconfiguration for unauthorized access.
- Access sensitive resources.
- Exploiting IAM AssumeRole Misconfiguration with Overly Permissive Role
- An overly permissive IAM role configuration can lead to privilege escalation by creating a role with administrative privileges and allow a user to assume this role.
- Objective: Show how overly permissive IAM roles can lead to privilege escalation.
- Steps:
- Create role with administrative privileges.
- Allow user to assume the role.
- Perform administrative actions.
- Differentiation between PassRole vs AssumeRole
Try at [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
More Related Content
More from aminpeyvand
TDAS 615 Tubing Design pitfalls 2005.ppt
The document discusses tubing design best practices and the capabilities of the TDAS tubing design software. It outlines some common pitfalls in tubing design such as using standardized tubing without review and not considering tubing design when designing casing strings. The TDAS software can help by reviewing tubing design, analyzing tubing movement and loads, and ensuring tubing and casing are appropriately designed for the expected service life and loads. An example selective completion workover is modeled in TDAS to answer key questions about packer loads and tubing integrity. TDAS provides consistent tubing and casing designs that consider the actual service conditions to avoid under or over-designed pipe.
Basic Casing Design and Casing Point Selection.ppt
This document provides an overview of casing design and casing point selection. It defines different types of casing strings, describes the casing point selection process and maximum load casing design method. Key points covered include mechanical properties of steel, criteria for selecting casing depths, kick tolerance calculation, and examples of kick tolerance calculations. The objective is for engineers to understand casing design principles and be able to select appropriate casing points.
More from aminpeyvand (6)
Basic Casing Design and Casing Point Selection.ppt
Basic Casing Design and Casing Point Selection.ppt
Recently uploaded
哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样
原版一模一样【微信：741003700 】【(csu毕业证书)查尔斯特大学毕业证硕士学历】【微信：741003700 】学位证，留信认证（真实可查，永久存档）offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原海外各大学 Bachelor Diploma degree, Master Degree Diploma
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问Q/微741003700
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
一比一原版(CalArts毕业证)加利福尼亚艺术学院毕业证如何办理
CalArts毕业证学历书【微信95270640】CalArts毕业证’圣力嘉学院毕业证《Q微信95270640》办理CalArts毕业证√文凭学历制作{CalArts文凭}购买学历学位证书本科硕士,CalArts毕业证学历学位证【实体公司】办毕业证、成绩单、学历认证、学位证、文凭认证、办留信网认证、（网上可查，实体公司，专业可靠）
(诚招代理)办理国外高校毕业证成绩单文凭学位证,真实使馆公证（留学回国人员证明）真实留信网认证国外学历学位认证雅思代考国外学校代申请名校保录开请假条改GPA改成绩ID卡
1.高仿业务:【本科硕士】毕业证,成绩单（GPA修改）,学历认证（教育部认证）,大学Offer,,ID,留信认证,使馆认证,雅思,语言证书等高仿类证书；
2.认证服务: 学历认证（教育部认证）,大使馆认证（回国人员证明）,留信认证（可查有编号证书）,大学保录取,雅思保分成绩单。
3.技术服务：钢印水印烫金激光防伪凹凸版设计印刷激凸温感光标底纹镭射速度快。
办理加利福尼亚艺术学院加利福尼亚艺术学院毕业证文凭证书流程：
1客户提供办理信息：姓名生日专业学位毕业时间等（如信息不确定可以咨询顾问：我们有专业老师帮你查询）；
2开始安排制作毕业证成绩单电子图；
3毕业证成绩单电子版做好以后发送给您确认；
4毕业证成绩单电子版您确认信息无误之后安排制作成品；
5成品做好拍照或者视频给您确认；
6快递给客户（国内顺丰国外DHLUPS等快读邮寄）
-办理真实使馆公证（即留学回国人员证明）
-办理各国各大学文凭（世界名校一对一专业服务,可全程监控跟踪进度）
-全套服务：毕业证成绩单真实使馆公证真实教育部认证。让您回国发展信心十足！
（详情请加一下 文凭顾问+微信:95270640）欢迎咨询！子小伍玩小伍比山娃小一岁虎头虎脑的很霸气父亲让山娃跟小伍去夏令营听课山娃很高兴夏令营就设在附近一所小学山娃发现那所小学比自己的学校更大更美操场上还铺有塑胶跑道呢里面很多小朋友一班一班的快快乐乐原来城里娃都藏这儿来了怪不得平时见不到他们山娃恍然大悟起来吹拉弹唱琴棋书画山娃都不懂却什么都想学山娃怨自己太笨什么都不会斟酌再三山娃终于选定了学美术当听说每月要交元时父亲犹豫了山娃也说爸算了吧咱学校一学期才转
官方认证美国密歇根州立大学毕业证学位证书原版一模一样
原版一模一样【微信：741003700 】【美国密歇根州立大学毕业证学位证书】【微信：741003700 】学位证，留信认证（真实可查，永久存档）offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原海外各大学 Bachelor Diploma degree, Master Degree Diploma
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问Q/微741003700
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
Computational Engineering IITH Presentation
This Presentation will give you a brief idea about what Computational Engineering at IIT Hyderabad has to offer.
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024
Sinan from the Delivery Hero mobile infrastructure engineering team shares a deep dive into performance acceleration with Gradle build cache optimizations. Sinan shares their journey into solving complex build-cache problems that affect Gradle builds. By understanding the challenges and solutions found in our journey, we aim to demonstrate the possibilities for faster builds. The case study reveals how overlapping outputs and cache misconfigurations led to significant increases in build times, especially as the project scaled up with numerous modules using Paparazzi tests. The journey from diagnosing to defeating cache issues offers invaluable lessons on maintaining cache integrity without sacrificing functionality.
cnn.pptx Convolutional neural network used for image classication
Convolutional Neural Network used for image classification
Rainfall intensity duration frequency curve statistical analysis and modeling...
Using data from 41 years in Patna’ India’ the study’s goal is to analyze the trends of how often it rains on a weekly, seasonal, and annual basis (1981−2020). First, utilizing the intensity-duration-frequency (IDF) curve and the relationship by statistically analyzing rainfall’ the historical rainfall data set for Patna’ India’ during a 41 year period (1981−2020), was evaluated for its quality. Changes in the hydrologic cycle as a result of increased greenhouse gas emissions are expected to induce variations in the intensity, length, and frequency of precipitation events. One strategy to lessen vulnerability is to quantify probable changes and adapt to them. Techniques such as log-normal, normal, and Gumbel are used (EV-I). Distributions were created with durations of 1, 2, 3, 6, and 24 h and return times of 2, 5, 10, 25, and 100 years. There were also mathematical correlations discovered between rainfall and recurrence interval.
Findings: Based on findings, the Gumbel approach produced the highest intensity values, whereas the other approaches produced values that were close to each other. The data indicates that 461.9 mm of rain fell during the monsoon season’s 301st week. However, it was found that the 29th week had the greatest average rainfall, 92.6 mm. With 952.6 mm on average, the monsoon season saw the highest rainfall. Calculations revealed that the yearly rainfall averaged 1171.1 mm. Using Weibull’s method, the study was subsequently expanded to examine rainfall distribution at different recurrence intervals of 2, 5, 10, and 25 years. Rainfall and recurrence interval mathematical correlations were also developed. Further regression analysis revealed that short wave irrigation, wind direction, wind speed, pressure, relative humidity, and temperature all had a substantial influence on rainfall.
Originality and value: The results of the rainfall IDF curves can provide useful information to policymakers in making appropriate decisions in managing and minimizing floods in the study area.
2008 BUILDING CONSTRUCTION Illustrated - Ching Chapter 02 The Building.pdf
2008 BUILDING CONSTRUCTION Illustrated - Ching Chapter 02 The Building
Null Bangalore | Pentesters Approach to AWS IAM
#Abstract:
- Learn more about the real-world methods for auditing AWS IAM (Identity and Access Management) as a pentester. So let us proceed with a brief discussion of IAM as well as some typical misconfigurations and their potential exploits in order to reinforce the understanding of IAM security best practices.
- Gain actionable insights into AWS IAM policies and roles, using hands on approach.
#Prerequisites:
- Basic understanding of AWS services and architecture
- Familiarity with cloud security concepts
- Experience using the AWS Management Console or AWS CLI.
- For hands on lab create account on [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
# Scenario Covered:
- Basics of IAM in AWS
- Implementing IAM Policies with Least Privilege to Manage S3 Bucket
- Objective: Create an S3 bucket with least privilege IAM policy and validate access.
- Steps:
- Create S3 bucket.
- Attach least privilege policy to IAM user.
- Validate access.
- Exploiting IAM PassRole Misconfiguration
-Allows a user to pass a specific IAM role to an AWS service (ec2), typically used for service access delegation. Then exploit PassRole Misconfiguration granting unauthorized access to sensitive resources.
- Objective: Demonstrate how a PassRole misconfiguration can grant unauthorized access.
- Steps:
- Allow user to pass IAM role to EC2.
- Exploit misconfiguration for unauthorized access.
- Access sensitive resources.
- Exploiting IAM AssumeRole Misconfiguration with Overly Permissive Role
- An overly permissive IAM role configuration can lead to privilege escalation by creating a role with administrative privileges and allow a user to assume this role.
- Objective: Show how overly permissive IAM roles can lead to privilege escalation.
- Steps:
- Create role with administrative privileges.
- Allow user to assume the role.
- Perform administrative actions.
- Differentiation between PassRole vs AssumeRole
Try at [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
Comparative analysis between traditional aquaponics and reconstructed aquapon...
The aquaponic system of planting is a method that does not require soil usage. It is a method that only needs water, fish, lava rocks (a substitute for soil), and plants. Aquaponic systems are sustainable and environmentally friendly. Its use not only helps to plant in small spaces but also helps reduce artificial chemical use and minimizes excess water use, as aquaponics consumes 90% less water than soil-based gardening. The study applied a descriptive and experimental design to assess and compare conventional and reconstructed aquaponic methods for reproducing tomatoes. The researchers created an observation checklist to determine the significant factors of the study. The study aims to determine the significant difference between traditional aquaponics and reconstructed aquaponics systems propagating tomatoes in terms of height, weight, girth, and number of fruits. The reconstructed aquaponics system’s higher growth yield results in a much more nourished crop than the traditional aquaponics system. It is superior in its number of fruits, height, weight, and girth measurement. Moreover, the reconstructed aquaponics system is proven to eliminate all the hindrances present in the traditional aquaponics system, which are overcrowding of fish, algae growth, pest problems, contaminated water, and dead fish.
artificial intelligence and data science contents.pptx
What is artificial intelligence? Artificial intelligence is the ability of a computer or computer-controlled robot to perform tasks that are commonly associated with the intellectual processes characteristic of humans, such as the ability to reason.
› ...
Artificial intelligence (AI) | Definitio
Embedded machine learning-based road conditions and driving behavior monitoring
Car accident rates have increased in recent years, resulting in losses in human lives, properties, and other financial costs. An embedded machine learning-based system is developed to address this critical issue. The system can monitor road conditions, detect driving patterns, and identify aggressive driving behaviors. The system is based on neural networks trained on a comprehensive dataset of driving events, driving styles, and road conditions. The system effectively detects potential risks and helps mitigate the frequency and impact of accidents. The primary goal is to ensure the safety of drivers and vehicles. Collecting data involved gathering information on three key road events: normal street and normal drive, speed bumps, circular yellow speed bumps, and three aggressive driving actions: sudden start, sudden stop, and sudden entry. The gathered data is processed and analyzed using a machine learning system designed for limited power and memory devices. The developed system resulted in 91.9% accuracy, 93.6% precision, and 92% recall. The achieved inference time on an Arduino Nano 33 BLE Sense with a 32-bit CPU running at 64 MHz is 34 ms and requires 2.6 kB peak RAM and 139.9 kB program flash memory, making it suitable for resource-constrained embedded systems.
Recently uploaded (20)
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024
cnn.pptx Convolutional neural network used for image classication
cnn.pptx Convolutional neural network used for image classication
Rainfall intensity duration frequency curve statistical analysis and modeling...
Rainfall intensity duration frequency curve statistical analysis and modeling...
2008 BUILDING CONSTRUCTION Illustrated - Ching Chapter 02 The Building.pdf
2008 BUILDING CONSTRUCTION Illustrated - Ching Chapter 02 The Building.pdf
4. Mosca vol I -Fisica-Tipler-5ta-Edicion-Vol-1.pdf
4. Mosca vol I -Fisica-Tipler-5ta-Edicion-Vol-1.pdf
Comparative analysis between traditional aquaponics and reconstructed aquapon...
Comparative analysis between traditional aquaponics and reconstructed aquapon...
artificial intelligence and data science contents.pptx
artificial intelligence and data science contents.pptx
Embedded machine learning-based road conditions and driving behavior monitoring
Embedded machine learning-based road conditions and driving behavior monitoring
Kill Sheet Vertical.pdf
- 1. psi psi ppg ppg FORMATION STRENGTH DATA: SURFACE LEAK -OFF PRESSURE FROM FORMATION STRENGTH TEST (A) (C) (B) MUD WEIGHT AT TEST MAXIMUM ALLOWABLE MUD WEIGHT = (B) + (A) SHOE T.V. DEPTH x 0.052 = INITIAL MAASP = ((C) - CURRENT MUD WEIGHT) x SHOE T.V. DEPTH x 0.052 = PUMP NO. 1 DISPL. PUMP NO. 2 DISPL. bbls / stroke bbls / stroke CURRENT DRILLING MUD: CURRENT WELL DATA:: ppg WEIGHT CASING SHOE DATA: inch SIZE feet M. DEPTH feet T.V . DEPTH HOLE DATA: inch SIZE feet M. DEPTH feet T.V . DEPTH SPM SPM SLOW PUMP RATE DATA: (PL) DYNAMIC PRESSURE LOSS [psi] PUMP NO. 1 PUMP NO. 2 PRE-RECORDED VOLUME DATA: LENGTH feet CAPACITY bbls / foot VOLUME barrels PUMP STROKES strokes TIME minutes DRILL PIPE HEAVY WALL DRILL PIPE DRILL COLLARS DRILL STRING VOLUME x x x = = = + + bbls (D) (E) DC x OPEN HOLE DP / HWDP x OPEN HOLE OPEN HOLE VOLUME x x = = + bbls (F) TOTAL ANNULUS VOLUME TOTAL WELLSYSTEM VOLUME x = bbls (G) (F+G) = (H) (D+H) = (I) strokes Min strokes strokes strokes ACTIVE SURFACE VOLUME TOTALACTIVE FLUID SYSTEM bbls bbls (J) (I +J) DP x CASING + strokes strokes strokes VOLUME PUMP DISPLACEMENT PUMP STROKES SLOW PUMP RATE bbls Dr No SV 04/01 (Field Units) 27-01-2000 Surface BOP Vertical Well Kill Sheet (API Field Units) International Well Control Forum DATE : NAME : Min Min Min Min
- 2. psi psi SICP PIT GAIN barrels SIDPP KICK DATA : KILL MUD WEIGHT KMW CURRENT MUD WEIGHT + SIDPP TVD x 0.052 ppg ................. + X 0.052 = INITIAL CIRCULATING PRESSURE ICP DYNAMIC PRESSURE LOSS + SIDPP ................. + ................. = psi psi FINAL CIRCULATING PRESSURE FCP x DYNAMIC PRESSURE LOSS KILL MUD WEIGHT CURRENT MUD WEIGHT x ................. = (K) = ICP - FCP = ................... - ................... = .............. psi (K) x 100 (E) = X 100 = psi 100 strokes STROKES PRESSURE [psi] STATIC & DYNAMIC DRILL PIPE PRESSURE [psi] STROKES Dr No SV 04/02 (Field Units) 27-01-2000 DATE : NAME : International Well Control Forum Surface BOP Kill Sheet - Vertical Well (API Field Units)