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The document discusses the importance of developing a strategic plan for an organization. It states that a strategic plan should outline the organization's mission and vision, identify goals and objectives, and establish strategies and tactics to achieve those goals over the next 3-5 years. The plan helps provide direction and ensures all employees are working towards the same priorities.
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performance evaluation of desilting devices
This document provides an outline for a presentation on evaluating the performance of desilting basins used in small hydropower plants. It discusses the problems caused by sediment in SHP plants and how desilting basins are used to trap sediment before it reaches turbines. The objective of the study is to evaluate the performance of existing desilting devices and examine the impact of sediment on turbines. Data was collected from 14 SHP sites through site visits. Desilting basin efficiency was evaluated using various methods and compared to observed efficiency. Analysis found the effect of desilting basin efficiency on turbine runners.
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Lecture notes 06
This document provides an overview of gradually varied flow in open channels. It begins by defining gradually varied flow and giving examples. It then outlines the basic assumptions and presents the basic differential equation used to analyze water surface profiles. The document classifies channels into five categories and divides the flow space into three regions. It discusses the characteristics and asymptotic behaviors of 12 possible water surface profile types, including M1, M2 and M3 curves. An example problem is also provided to demonstrate determining the profile type based on given channel and flow parameters.
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The Melamchi water supply project (MWSP) is considered to be the most viable long-term alternative to ease the chronic water shortage situation within the Kathmandu valley . The project is designed to divert about 170 MLD of fresh water to Kathmandu valley from the Melamchi river in Sindhupalchowk district . Augmenting this supply by adding about the further 170 MLD each from the Yangri and Larke rivers which lie in the upstream proximately of Melamchi river .
Project is located in Kathmandu and Sindhupalchowk district in the central development region of Nepal.
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Nepal government (GON) and melamchi water supply development board(MWSDB) has scheduled its completion date sept-2016. Current contractor Italian company CRC has expected completion date before six month of sept-2016. Melanchi is not a day dream of Kathmandu, because monthly work progress report also proofs its reality that it is possible to complete this project in scheduled time. The date is not so far that people of Kathmandu collect water in there tap.It is too late to be pessimistic by complaining only to politicians and others except own self. There is equal role of everyone who exists in this nation to be alert and carefull about this weak condition of Nepal in civil engineering evolution. Almost half of the Nepalese civil engineers and youth manpower are completely dependent upon foreign, although we and our country have higher potentiality than our current demand in any civil engineering field. So it is compulsory to address these major problems in future projects to innovate in Nepal through civil engineering evolution.
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This document provides an outline for a presentation on evaluating the performance of desilting basins used in small hydropower plants. It discusses the problems caused by sediment in SHP plants and how desilting basins are used to trap sediment before it reaches turbines. The objective of the study is to evaluate the performance of existing desilting devices and examine the impact of sediment on turbines. Data was collected from 14 SHP sites through site visits. Desilting basin efficiency was evaluated using various methods and compared to observed efficiency. Analysis found the effect of desilting basin efficiency on turbine runners.
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The document describes the design of a forebay for a hydropower system. It begins by outlining the key components and functions of a forebay. It then provides design guidelines and parameters to consider, such as volume, depth, width, and spillway size. Two design examples are presented. The first designs a forebay with a discharge of 2 cubic meters per second and the second designs one with a discharge of 12 cubic meters per second conveyed by two penstocks. Both examples calculate the necessary dimensions and design characteristics of the forebay based on the given parameters.
Lecture notes 06
This document provides an overview of gradually varied flow in open channels. It begins by defining gradually varied flow and giving examples. It then outlines the basic assumptions and presents the basic differential equation used to analyze water surface profiles. The document classifies channels into five categories and divides the flow space into three regions. It discusses the characteristics and asymptotic behaviors of 12 possible water surface profile types, including M1, M2 and M3 curves. An example problem is also provided to demonstrate determining the profile type based on given channel and flow parameters.
A case study of melamchi water supply project(mwsp)
The Melamchi water supply project (MWSP) is considered to be the most viable long-term alternative to ease the chronic water shortage situation within the Kathmandu valley . The project is designed to divert about 170 MLD of fresh water to Kathmandu valley from the Melamchi river in Sindhupalchowk district . Augmenting this supply by adding about the further 170 MLD each from the Yangri and Larke rivers which lie in the upstream proximately of Melamchi river .
Project is located in Kathmandu and Sindhupalchowk district in the central development region of Nepal.
The intake site is located in the upper part of the Melamchi river basin about 1 km North West of Dorin village and about 0.5 km south east of Ghawakang village at the elevation of about 1425 m.
The project area stretches from the intake at Melamchi River to the outlet at Sundarijal, about 14 km north east of Kathmandu city.
The MWSP was projected to cost US $464 million in 2000 A.D .Out of which financial separation as GON US $118 million and US $ 346 million for donor agencies.
CONCLUSION:
Nepal government (GON) and melamchi water supply development board(MWSDB) has scheduled its completion date sept-2016. Current contractor Italian company CRC has expected completion date before six month of sept-2016. Melanchi is not a day dream of Kathmandu, because monthly work progress report also proofs its reality that it is possible to complete this project in scheduled time. The date is not so far that people of Kathmandu collect water in there tap.It is too late to be pessimistic by complaining only to politicians and others except own self. There is equal role of everyone who exists in this nation to be alert and carefull about this weak condition of Nepal in civil engineering evolution. Almost half of the Nepalese civil engineers and youth manpower are completely dependent upon foreign, although we and our country have higher potentiality than our current demand in any civil engineering field. So it is compulsory to address these major problems in future projects to innovate in Nepal through civil engineering evolution.
Regulating structure for canal flow
1. Regulation structures like canal falls, cross regulators, distributary head regulators, canal escapes and outlets are constructed on canals to regulate water flow, level and velocity.
2. Canal falls are used to reduce water energy and control slopes, cross regulators maintain water supply and absorb fluctuations, and distributary head regulators control supply to off-taking canals.
3. The document provides details of regulation structures on the Kakrapar Left Bank Main Canal including head regulators, cross regulators, escapes and outlets to control water distribution across the canal network.
Passive Aeration Using a Trompe
Tim Danehy and Bruce Leavitt, Consulting Hydro-geologist, BioMost, “Passive Aeration Using a Trompe“
Water aeration is needed at many mine drainage treatment facilities to oxidize ferrous iron or to remove dissolved carbon dioxide. Typical aeration accomplished through surface diffusion, cascade aeration, mechanical aeration, or with chemical reagents such as hydrogen peroxide. Using an ancient device known as a Trompe, it is possible to achieve the benefits of mechanical aeration without the need for electricity, motors, or any moving parts.
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Dams are barriers built across rivers or streams to control water flow for uses like irrigation, hydropower, and flood control. The main types are embankment dams made of earth or rock and concrete dams like gravity, arch, and buttress dams. Dams provide benefits like irrigation, power, flood control, and recreation but can also negatively impact river ecosystems and require relocation of people. Engineers consider factors like geology, material availability, and hydrology to select the optimal dam type and site for a given project. Ancillary structures like spillways and outlets control water release.
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The document provides an overview of open channel hydraulics and discharge measuring structures. It discusses:
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2. Surveying the reservoir area to determine capacity contours and reservoir capacity.
3. Designing the earthen bund with specifications for material used, slopes, and dimensions based on dam height.
4. Calculating water requirements for irrigation based on crop areas and duties.
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This document provides an overview of gradually varied flow and water surface profiles in open channels. It discusses the following key points in 3 sentences:
Uniform flow can be considered a control as it relates depth to discharge. Gradually varied flow occurs when controls pull flow away from uniform conditions, resulting in a transition between the two states. The water surface profile classification is based on the channel slope and how the flow depth compares to the normal and critical depths.
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2. Marginal banks are embankments on both sides of the river that maintain the river channel and prevent submergence of upstream areas. Spurs are fortified embankments built transverse to the banks that control the river's course and protect banks from erosion. Pitched islands artificially redistribute the river's force and sediment to attract and hold the channel.
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1) Calculations for required plate thickness based on bearing pressure and moments;
2) Tension design calculations for bolts and plate thickness;
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4) Weld design checks.
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The document provides an overview of open channel hydraulics and discharge measuring structures. It discusses:
- Uniform and non-uniform open channel flow conditions, including gradually varied, rapidly varied, subcritical, critical and supercritical flows.
- Basic equations for uniform flow such as the continuity, energy and momentum equations.
- Hydraulic principles and formulas used to design channels and structures, including the Chezy and Manning's equations.
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This document describes the design of an earthen bund and associated structures for a minor irrigation project in India. It includes details on:
1. Selecting the site for the bund based on factors like water storage capacity, foundation stability, and construction material availability.
2. Surveying the reservoir area to determine capacity contours and reservoir capacity.
3. Designing the earthen bund with specifications for material used, slopes, and dimensions based on dam height.
4. Calculating water requirements for irrigation based on crop areas and duties.
5. Designing associated structures like the canal with a trapezoidal section, sluice gate size based on discharge requirements,
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The document discusses the components and foundation treatment techniques of dams and reservoirs. It describes key parts of dams like abutments, galleries, spillways, and energy dissipation structures. It also explains the purpose of dams is to generate hydroelectric power, support irrigation, prevent flooding, and divert water. Foundation treatment techniques discussed include grouting methods like consolidation and curtain grouting to reduce seepage and stabilize the foundation.
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Aquifer mapping is a multidisciplinary scientific process wherein a combination of geological, hydrogeological, geophysical, hydrological, and quality data are integrated to characterize the quantity, quality and movement of ground water in aquifers.
1. memoria descriptiva san jose - Saneamiento
El documento describe el estado actual del sistema de agua potable y alcantarillado en el anexo de San José en Bolívar, Cajamarca. Actualmente el 40% de la población tiene acceso a un sistema de agua instalado de forma artesanal hace más de 30 años que se encuentra en mal estado. No existe un sistema de alcantarillado adecuado. El proyecto propone la instalación de un nuevo sistema de agua potable y alcantarillado para mejorar las condiciones sanitarias de los 257 habitantes del anexo.
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This document provides an overview of reservoirs, spillways, and energy dissipators for dams. It discusses the purposes of dams and pertinent structures like dams, spillways, intakes and outlets. It describes the planning, design, construction, and operation process for dam projects. Key considerations for spillway design include inflow hydrographs, reservoir storage curves, discharge rating curves, and routing floods through the reservoir. Common types of spillways are discussed along with design procedures. Energy dissipation methods like hydraulic jump basins are also covered, including different basin types and design guidelines. An example problem demonstrates spillway and stilling basin design.
Flow diversion
This document provides an overview of spillways and energy dissipators. It discusses the functions of spillways and energy dissipators in diversion and storage projects. It describes the main types of spillways - free overfall, overflow, chute, side channel, shaft, tunnel, and siphon spillways. It also discusses the criteria for selecting different spillway types and the design of common energy dissipators like hydraulic jump and bucket dissipators. Protection measures for downstream areas are also covered.
Ce533 ch1
This document provides an overview of gradually varied flow and water surface profiles in open channels. It discusses the following key points in 3 sentences:
Uniform flow can be considered a control as it relates depth to discharge. Gradually varied flow occurs when controls pull flow away from uniform conditions, resulting in a transition between the two states. The water surface profile classification is based on the channel slope and how the flow depth compares to the normal and critical depths.
Lecture notes 05
The document discusses specific energy, which is the total energy of a channel flow referenced to the channel bed. Specific energy is constant for uniform flow but can increase or decrease for varied flow. Critical flow occurs when specific energy is at a minimum, corresponding to a Froude number of 1. For a rectangular channel, the critical depth formula and specific energy at critical depth are derived. The analysis is also extended to a triangular channel.
Reservoir sedimentation causes sedimentation
This document discusses reservoir sedimentation, including its causes and mitigation strategies. It notes that geological investigation of the land, hydrology, hydrogeology, and geology are essential for planning dams and reservoirs. Several methods to control sedimentation are described, such as reducing sediment inflow, routing sediments, sediment removal, providing large storage volumes, and sediment placement. Afforestation, check dams, and operating reservoirs to discharge sediment during floods while retaining water during dry seasons can also help address the problem. Desilting of reservoirs in India needs to be prioritized, as silt deposits have reduced water storage capacity by 30-40% in major dams.
C_01_EL PUEBLO.pdf
Este documento presenta el expediente técnico para la construcción de una estructura de medición de caudal tipo RBC en el CD El Pueblo en el sector hidráulico menor Nepeña. El proyecto beneficiará a 311 usuarios con un área de riego de 476.17 hectáreas. La estructura se ubicará en las coordenadas UTM E: 818817.00 y N: 9004212.00 y permitirá mejorar la distribución y control de los recursos hídricos en la zona a través de la medición precisa de
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Este documento presenta un plano para crear un servicio de agua de riego en la localidad de Marcachacra en el distrito de San Miguel de Cauri, Huanuco. El plano muestra la ubicación de un desarenador, un cerco perimétrico de 10 metros por 4 metros y detalles de cortes transversales A-A y B-B.
Penstocks, powerhouse and tailrace
This document discusses the key components of hydropower projects including penstocks, power houses, and tailraces. It describes the different types of penstocks such as exposed, embedded, and underground and their advantages and disadvantages. A power house contains the mechanical and electrical equipment needed to convert the kinetic energy of water into electricity. Tailraces return water back to the river after it has passed through turbines in the power house.
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The document summarizes the key components and benefits of the Polavaram Project, a multi-purpose irrigation project under construction in Andhra Pradesh. The main components include a spillway with radial gates, earth-cum-rock fill dam, two coffer dams, and a hydroelectric power house. The dam will be able to withstand 50 lakh cusecs of water flow. Benefits include supplying 80 TMC of water to the Krishna Delta region, utilizing all of Andhra Pradesh's Krishna river water allocation for the Rayalaseema region, and providing 960 megawatts of hydroelectric power. Completion of the project is expected to satisfy Andhra Pradesh's water needs.
River training works lecture
1. River training works include guide banks, marginal banks, spurs, and pitched islands that are constructed upstream of barrages and weirs. This is to ensure the river flows through the structure and to protect upstream lands and property from submergence.
2. Marginal banks are embankments on both sides of the river that maintain the river channel and prevent submergence of upstream areas. Spurs are fortified embankments built transverse to the banks that control the river's course and protect banks from erosion. Pitched islands artificially redistribute the river's force and sediment to attract and hold the channel.
LA PRESA POECHOS
-UBICACIÓN
-COORDENADAS
-GEOLOGÍA
-AREAS
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-IMPACTO AMBIENTAL
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Ce154 lecture 3 reservoirs, spillways, & energy dissipators
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The document provides design details for a column base plate, including:
1) Calculations for required plate thickness based on bearing pressure and moments;
2) Tension design calculations for bolts and plate thickness;
3) Shear and bending calculations for a shear key; and
4) Weld design checks.
The summary includes key parameters such as bearing pressure, grade of concrete, permissible stresses, bolt sizes, and plate dimensions.
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This document provides guidelines for the hydraulic design of small hydro power plants, including the design of head works and intake structures. It discusses three main types of head works: lateral intake, trench intake, and reservoir/canal intakes. For lateral intake head works, guidelines are provided on site selection, determining key elevations, layout, sizing sediment flushing gates, sizing intake trash racks, and designing diversion structures and spillways. References for further information on lateral intake and diversion weir design are also included. The guidelines aim to optimize hydraulic performance while balancing other practical constraints. Hydraulic model studies are recommended for important projects or unusual sites.
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The document provides a cost analysis for concrete work (M-10) for the surface works of the Balsio Hydro Electric Project. It includes calculations for the costs of materials, batching and mixing, transportation, placement and shuttering. The total prime cost per cubic meter of M-10 concrete is estimated to be Rs. 3422.161998 which includes costs for cement, sand, aggregates, batching, mixing, transportation by transit mixer, placement using a concrete pump, vibrating, cleaning and curing. Shuttering costs are estimated at Rs. 250 per cubic meter.
Sample DPR for Hydro Project (10 MW) (2012)
The report details the proposed 10 MW Sagana-III run-of-river hydroelectric project on the Sagana River in Kenya. Key aspects include a diversion weir at 1274m elevation, 4.8 km water conductor system consisting of tunnels and channels, a forebay, 175m penstock bifurcating to two 1.9m pipes, and a 1210m elevation powerhouse with two 5MW turbines. The project will utilize a 58.46m head and 21.26 cumecs flow to generate an estimated 54 million kWh annually, connecting to the grid via a 7km transmission line. Financial analysis shows an equity IRR of 16.12% and average DSCR of 1.54x,
Indicative budget for SHP development
This document provides an indicative budget breakdown for developing a small hydro power (SHP) project. It includes budgets for development costs, construction costs, and total project costs. The development budget totals $648,000 and is spread over 12 months, with over 96% spent in the first three quarters. The construction budget of $45.45 million is spread over 8 quarters. Total project costs average $7.5-8 million per MW of capacity. Key metrics provided for SHP projects include capital costs, financing costs, returns, and other financial figures. Contact information is given for the strategic consulting group that prepared the document.
SHP development in India - A roadmap
The document discusses small hydro power (SHP) development in India. It provides an overview of acquiring SHP projects from state governments or the secondary market. It outlines the project development process, including obtaining clearances, conducting studies, and signing power purchase agreements. Construction timelines for 5-15 MW SHP projects range from 18-36 months. The document also discusses operation and maintenance over the project lifetime, and potential exit routes after a project portfolio is established.
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Appendix 11 analysis of rates - balsio shp phase ii - 28032014
Appendix 11 analysis of rates - balsio shp phase ii - 28032014
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An improved modulation technique suitable for a three level flying capacitor ...
This research paper introduces an innovative modulation technique for controlling a 3-level flying capacitor multilevel inverter (FCMLI), aiming to streamline the modulation process in contrast to conventional methods. The proposed
simplified modulation technique paves the way for more straightforward and
efficient control of multilevel inverters, enabling their widespread adoption and
integration into modern power electronic systems. Through the amalgamation of
sinusoidal pulse width modulation (SPWM) with a high-frequency square wave
pulse, this controlling technique attains energy equilibrium across the coupling
capacitor. The modulation scheme incorporates a simplified switching pattern
and a decreased count of voltage references, thereby simplifying the control
algorithm.
Unit-III-ELECTROCHEMICAL STORAGE DEVICES.ppt
Batteries -Introduction – Types of Batteries – discharging and charging of battery - characteristics of battery –battery rating- various tests on battery- – Primary battery: silver button cell- Secondary battery :Ni-Cd battery-modern battery: lithium ion battery-maintenance of batteries-choices of batteries for electric vehicle applications.
Fuel Cells: Introduction- importance and classification of fuel cells - description, principle, components, applications of fuel cells: H2-O2 fuel cell, alkaline fuel cell, molten carbonate fuel cell and direct methanol fuel cells.
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It gives the overall description of SIH problem statement " AI assisted telemedicine KIOSK for Rural India".
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.
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/)
Computational Engineering IITH Presentation
This Presentation will give you a brief idea about what Computational Engineering at IIT Hyderabad has to offer.
BRAIN TUMOR DETECTION for seminar ppt.pdf
BRAIN TUMOR DETECTION
AND CLASSIFICATION USING
ARTIFICIAL INTELLIGENCE
Mechanical Engineering on AAI Summer Training Report-003.pdf
Mechanical Engineering PROJECT REPORT ON SUMMER VOCATIONAL TRAINING
AT MBB AIRPORT
Applications of artificial Intelligence in Mechanical Engineering.pdf
Historically, mechanical engineering has relied heavily on human expertise and empirical methods to solve complex problems. With the introduction of computer-aided design (CAD) and finite element analysis (FEA), the field took its first steps towards digitization. These tools allowed engineers to simulate and analyze mechanical systems with greater accuracy and efficiency. However, the sheer volume of data generated by modern engineering systems and the increasing complexity of these systems have necessitated more advanced analytical tools, paving the way for AI.
AI offers the capability to process vast amounts of data, identify patterns, and make predictions with a level of speed and accuracy unattainable by traditional methods. This has profound implications for mechanical engineering, enabling more efficient design processes, predictive maintenance strategies, and optimized manufacturing operations. AI-driven tools can learn from historical data, adapt to new information, and continuously improve their performance, making them invaluable in tackling the multifaceted challenges of modern mechanical engineering.
LLM Fine Tuning with QLoRA Cassandra Lunch 4, presented by Anant
Slides for the 4th Presentation on LLM Fine-Tuning with QLoRA Presented by Anant, featuring DataStax Astra
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
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
Use PyCharm for remote debugging of WSL on a Windo cf5c162d672e4e58b4dde5d797...
This document serves as a comprehensive step-by-step guide on how to effectively use PyCharm for remote debugging of the Windows Subsystem for Linux (WSL) on a local Windows machine. It meticulously outlines several critical steps in the process, starting with the crucial task of enabling permissions, followed by the installation and configuration of WSL.
The guide then proceeds to explain how to set up the SSH service within the WSL environment, an integral part of the process. Alongside this, it also provides detailed instructions on how to modify the inbound rules of the Windows firewall to facilitate the process, ensuring that there are no connectivity issues that could potentially hinder the debugging process.
The document further emphasizes on the importance of checking the connection between the Windows and WSL environments, providing instructions on how to ensure that the connection is optimal and ready for remote debugging.
It also offers an in-depth guide on how to configure the WSL interpreter and files within the PyCharm environment. This is essential for ensuring that the debugging process is set up correctly and that the program can be run effectively within the WSL terminal.
Additionally, the document provides guidance on how to set up breakpoints for debugging, a fundamental aspect of the debugging process which allows the developer to stop the execution of their code at certain points and inspect their program at those stages.
Finally, the document concludes by providing a link to a reference blog. This blog offers additional information and guidance on configuring the remote Python interpreter in PyCharm, providing the reader with a well-rounded understanding of the process.
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Sample drawings (dpr)
- 19. 27