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Grid has export capacity of 1 MW. However, its capacity is not utilized for most of the months. I have been researching the methods to determine the optimal PV size that would make the best possible use of grid capacity. However, I have not been able to reach the conclusion on optimal sizing. On the basis of solar energy curtail profile, 1 MW seems to have maximum annual energy. However, up to 225kW there is negligible energy loss in the system. It seems that optimal capacity lies within in these range, but I need the optimization method that best work for this system.
Has anyone been researching in this domain? If you have done some related work can you please share your insights that how we can reach the solution of this problem ?
Thank you !
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Along with the comprehensive development of industrialization, human production activities, especially those related to energy issues, exert an increasingly detrimental impact on the environment. Given this, more attention has been paid to renewable energy sources (RESs) to settle urgent energy issues and achieve sustainable development. Indubitably, fossil fuels will bring about a large number of pollution gas, aggravating environmental issues and leading to the energy crisis. Therefore, renewable energy is seen as the best option to replace fossil fuels due to its unique advantages, such as regenerative capacity, sustainability and a high level of cleanliness. According to statistics, in 2021, the installed renewable energy capacity of the world has expanded by 3064 GW, with an annual growth rate of roughly 9.1%. Among the RESs that are developed vigorously, hydropower, wind and photovoltaic account for the largest share. Specifically, 102.8 GW of new hydropower, 71.9 GW of new photovoltaic capacity and 69.4 GW of new wind capacity were installed, which were respectively responsible for 40%, 28% and 27% of the renewable energy growth. The focus of the world on renewable energy production is therefore readily apparent, so China is hardly an exception. As the country with the largest power generation and installed capacity of clean energy in the world [9], China has gradually improved its established power structure and power generation structure after the promulgation of several policies to ensure the development of renewable energy comprehensively, as well as increased the proportion of clean energy,. As a result, developing single clean energy has become a inevitable trend to replace conventional energy in terms of installed capacity and power output around the world.
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When we want to integrate solar PV with co-located hydro, which optimization method or process should I follow to determine the optimal PV capacity. The project has grid capacity of 1000kW and now I want to determine what would be the best suited capacity to integrate in the POC of hydro. The area is more than enough to install 10 MW of electricity however, the concern is capacity of solar PV. If anyone has idea about it, would you mind sharing please.
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  1. Assess Energy Requirements: Determine the energy demand that needs to be met by the hybrid system. This includes both the base load and peak load requirements.
  2. Resource Assessment: Evaluate the solar irradiance and hydrological data for the site. This includes historical weather data, solar radiation levels, and water flow rates.
  3. System Design: Design the hybrid system by integrating solar PV panels and hydroelectric generators. Consider factors such as the size of the solar array, the capacity of the hydro plant, and the storage options (e.g., batteries).
  4. Optimization Techniques: Use optimization techniques to find the best configuration of the hybrid system. Common methods include: Particle Swarm Optimization (PSO): This technique helps in minimizing the levelized cost of energy (LCOE) by finding the optimal size of solar PV and hydro components1. Genetic Algorithms (GA): These algorithms simulate natural selection processes to optimize the system configuration. Linear Programming (LP): This method can be used to optimize the system based on constraints such as power transmission capacity and carbon emission reductions2.
  5. Simulation and Analysis: Run simulations to analyze the performance of the hybrid system under different scenarios. This helps in understanding how the system will perform under varying conditions and identifying potential issues
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The components as well as the type of data needed to design an electronic load controller for a 300kVA alternator(robust) for a mini hydro(150kVA).
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The country where demand is more than supply (generation) and with economical load dispatch microprocessore based (controller ) loads shedding are used, could refer my paper, Microprocessor based load shedding controller in journal IE(I) electrical Div …..
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The familiar fluid (Fluro Hydro carbon) in data center immersion server's cooling is very dangerous to Enviromental, can we create fluid less than enviromental impact and high specification/ capacity in cooling ?
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To reduce the environmental impact of data center immersion cooling, alternatives to fluorocarbon-based fluids, such as natural esters, silicone-based fluids, and synthetic hydrocarbons, are being explored. These fluids offer high thermal capacity and are more environmentally friendly. Natural esters are biodegradable and derived from vegetable oils, silicone-based fluids are stable and non-toxic, and synthetic hydrocarbons can be designed to have a lower environmental impact while maintaining effective cooling performance. Further research and validation are necessary to ensure these alternatives meet the required cooling specifications.
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Who of all of you that see, read this will make action' with me to save this world from its NOW happening global thermodynamics of of a very bad exterminating start of 01/05/2047, and into a broiler oven actuality at 15/06/2048. That causes Hydro Thermodynamics as making this globe world into a steam cooker/\broiler.
I have the complete answer methodology to prevent the event of 2047 and thus be no 2048 Hydro Thermodynamics.
MOTTO. For the Love of our Planet Earth, For the Love and care of Life for all.
VISIONS.
I give make Hope and care to Planet Earths future to betterment. I make Hope to Humanities continued future. I make hope and care for all living species of life forms upon planet Earth. My DESTINY with TPEOM is to provide actuality, and the actual way for a continued life for all.
This is my life’s total unconditional, absolute RESOLVE!!!!!
WHAT IS YOURS?????
TELL ME AS\/BY WAY OF: technocontractor@yahoo.com
Time and the thermal radiation of the we tagged as our sun will continue as it is doing!
2047
📷2024
23 years of misery before exact conclusion as being INTO heat prostration. a condition marked by dizziness and nausea and weakness caused by depletion of body fluids and electrolytes. symptoms: heat exhaustion.
What is your Decision?
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(PDF) Global Wave Energetics/World System Thermodynamics | Stephen J Ternyik - Academia.edu
Here Mike Kazuo Yoshida is my answer.
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For a single hydro turbine blade design, if I consider amplitude = 10 mm and wavelength = 50, what should be the value for a whole blade with 3/5 blades?
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According to compositesworld.com and mdpi.com, designing a hydro turbine blade with a sinusoidal profile, such as the one you're describing, is a complex process involving many factors. The amplitude and wavelength you specified (10 mm and 50 mm, respectively) would apply to each blade's sinusoidal pattern.
If you're asking how these values would change if you designed a turbine with either three or five blades, the answer is that they wouldn't. The amplitude and wavelength of the sinusoidal pattern are properties of the individual blades, not the turbine as a whole. Therefore, whether you have three or five, each blade would still have the same sinusoidal pattern with an amplitude of 10 mm and a wavelength of 50 mm.
However, the overall performance of the turbine (such as its efficiency and power output) would be affected by the number of blades. This is due to factors like the distribution of forces on the turbine and water flow between the blades. These complex issues need to be analyzed using fluid dynamics simulations or other engineering tools. The actual design of a hydro turbine is a complex engineering task that requires a detailed understanding of fluid dynamics, materials science, and other fields. If you plan to design a hydro turbine, I recommend consulting with an engineer or other expert in this field.
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there is an a hydro geochemical cycle parallel to the hydrological cycle .
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Rain water begins as pure (distilled) water produced by evaporation of sea water. It absorbs gases and aerosols from the air mainly CO2 which forms carbonic acid and makes it acidic. Other atmospheric gases such as sulphur dioxide and NOx also affect its acidity.
Sea water has a chemisty produced by river water which contains dissolved minerals owing to the acidity of rain water. However, the chemisty of river water is distinct from that of sea water because of the chemical processes which occur in the oceans.
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I am Umar Faruk looking for an expert on the analysis of polycyclic aromatic hydro carbon compounds, Amino acid and fatty acids profile in the smoke fish products.
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I have worked on all the listed parameters.
What question(s) do you have?
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Considering the competitiveness of Hydro power in the renewable energy sector in Nigeria
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According to statista.com and hydropower.org, hydropower plays a significant role in Nigeria’s energy sector and contributes to the economy in several ways:
  1. Energy Production: As of 2022, hydropower accounted for about 27% of Nigeria’s power production. The total installed capacity is 12,522 MW, of which 2,062 MW is hydropower.
  2. Economic Growth: The government has set hydropower development targets of 12,801 MW for 2030 to support its ambitious economic growth target.
  3. Job Creation: Developing and maintaining hydropower plants create jobs and stimulate economic activity.
  4. Rural Electrification: Hydropower projects help extend electricity to rural and remote areas, improving living standards and promoting economic development.
In terms of competitiveness, hydropower in Nigeria has several advantages:
  1. Abundant Resources: Nigeria has large rivers and natural falls that provide rich hydropower potential.
  2. Untapped Potential: The total exploitable potential of hydropower is estimated at over 14,120 MW, amounting to more than 50,800 GWh of electricity annually. This indicates a significant opportunity for further development.
  3. Government Support: The Nigerian government prioritizes fully harnessing the country’s hydropower potential and promotes private sector participation in its development.
However, despite these advantages, the competitiveness of hydropower in Nigeria is affected by several challenges:
  1. Investment and Management: Nigeria is ranked economically water-scarce due to a lack of investment and management to meet demand.
  2. Infrastructure Development: The development of hydropower infrastructure requires significant capital investment and time.
  3. Environmental Impact: Hydropower projects can have environmental impacts that must be managed carefully to ensure sustainability.
While hydropower significantly contributes to the Nigerian economy and possesses competitive advantages, its full potential is yet to be realized.
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I am having trouble with my autodock4 after creating modified docking parameter files, when i run; autodock4 -p ligand_HYDRO_protein.dpf -l ligand_HYDRO_protein.dlg
i get this errer;
autodock4: I'm sorry; I can't find or open "protein.F.map"
autodock4: FATAL ERROR: autodock4: I'm sorry; I can't find or open "protein.F.map"
What am i missing?
Thank you!
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Thank Ayaz Anwar & Pawan Kumar for your inputs
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I want help on separating  all possible types of trend present in hydro logical time series. Please suggest me appropriate methodology to separate different types of trend (linear, nonlinear, and stochastic) that mostly present in hydro logical time series.   
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To tease my ego, here is one possible time series decomposition method developed by my group that aims to separate a time series into nonlinear trend, seasonality, and abrupt changes (changepoint): https://github.com/zhaokg/Rbeast.
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I need to know how muskrats and beavers adapt upstream of a hydro dam from irregular water fluctuations. In a natural river flow here, the water get very high in September, then flushes itself out before it will freeze over in early November. After that, the river level will lower over the winter creating some shelf ice. Hydro dams will let the big water flush out in the fall but only to a point when they need to retain a certain level for winter use for hydro power. This water retention coincides with freeze up, then this controlled water will begin to lower gradually over the winter as power demand is needed.
Soon after water usage begins to recede sometime in November, air space under the main ice begin to form. By the end of the winter, the river ends up rock bottom with a huge air space under the shelf ice.
Soon as the ice form in November, this is the time muskrats build their pushups and likely abandon soon after due to the air space impeding them to reach their pushups. I hope to capture this fall during a pushup survey with a spear.
So far, I only found researches done downstream of hydro dams.
Thanks so much
Rene
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Maybe you want to target your research with better keywords: I recommend: piping, animal activity, seepage
Have a look at this. It's a starting point.
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Hi everyone, I've been running this Sdevice code to obtain a 14 nm finFET thermal simulation, but the results doesn't match with the expected. Do you have any suggestions or tips that I could use to run this simulation? Thanks in advance.
#==================================================
# dessis.tpl
#
# for use with run_dessis.tel
#==================================================
#setdep @node|iClassDDmodToxWf@
#setdep @node|xreflect@
#define _Hmodel_ Hydrodynamic(eTemperature)
#define _EQUATIONSET_ Poisson Electron Hole eTemperature Temperature
#define _QC_ eQuantumPotential
File
{
Grid= "n@node|xreflect@_reflectx_msh.tdr"
Piezo= "n@node|xreflect@_reflectx_msh.tdr"
Parameter="@parameter@"
Current= "@plot@"
Save= "@save@"
Plot= "@tdrdat@"
Output= "@log@"
}
electrode {
#if "@Type@" == "nMOS"
{ name=gate voltage=0.7 }
#else
{ name=gate voltage=-0.6 }
#endif
{ name=substrate voltage=0}
{ name=source voltage=0 Resistor=40 }
{ name=drain voltage=0 Resistor=40}
}
Thermode{
{ Name="substrate" Temperature=300 SurfaceResistance=1e-4 }
}
Physics{
_Hmodel_
_QC_
RecGenHeat
AnalyticTEP
ThermalConductivity()
Temperature=300
EffectiveIntrinsicDensity( BandGapNarrowing(OldSlotboom) )
Mobility(
DopingDep
eHighFieldsaturation( CarrierTempDrive )
Enormal(Lombardi)
)
Recombination(
SRH( DopingDep TempDependence )
)
}
physics(Material=SiliconGermanium){
Piezo( Model( DeformationPotential( minimum ekp hkp )
DOS (eMass hMass)
#if "@Type@" == "nMOS"
mobility(esaturationfactor=0.0 efactor(kanda sfactor=MCmob(Type=0)))
#else
mobility(hsaturationfactor=0.0 hfactor(kanda sfactor=MCmob(Type=1)))
#endif
)
Stress=(@Sxx_Pa@,@Syy_Pa@,@Szz_Pa@,0.0,0.0,0.0)
)
mobility (
highfieldsaturation
Enormal(Lombardi(AutoOrientation) )
PhuMob
)
EffectiveIntrinsicDensity ( Slotboom NoFermi )
Recombination ( SRH(DopingDep) Auger )
}
Math {
-CheckUndefinedModels
Method=blocked
Submethod=pardiso
Digits=6
Extrapolate
Derivatives
Iterations=50
Notdamped=50
NumberOfThreads= 8
-ExitOnUnknownParameterRegion
ExitOnFailure
}
Plot{
*--Density and Currents, etc
eDensity hDensity
TotalCurrent/Vector eCurrent/Vector hCurrent/Vector
eMobility hMobility
eVelocity hVelocity
eQuasiFermi hQuasiFermi
*--Temperature
eTemperature Temperature *
*--Fields and charges
ElectricField/Vector Potential SpaceCharge
*--Doping Profiles
Doping DonorConcentration AcceptorConcentration
*--Generation/Recombination
SRH Band2Band * Auger
AvalancheGeneration eAvalancheGeneration hAvalancheGeneration
*--Driving forces
eGradQuasiFermi/Vector hGradQuasiFermi/Vector
eEparallel hEparallel eENormal hENormal
*--Band structure/Composition
BandGap
BandGapNarrowing
Affinity
ConductionBand ValenceBand
eQuantumPotential
}
#if "@Type@" == "nMOS"
Solve {
*- Build-up of initial solution:
NewCurrentPrefix="init_"
Coupled(Iterations=100){ Poisson _QC_ }
Coupled{ _EQUATIONSET_ _QC_ }
*- Bias drain to target bias
Quasistationary(
InitialStep=0.01 MinStep=1e-5 MaxStep=1
Goal{ Name="drain" Voltage= 0.7 }
) { Coupled { _EQUATIONSET_ _QC_ } }
}
#else
Solve {
*- Build-up of initial solution:
NewCurrentPrefix="init_"
Coupled(Iterations=100){ Poisson _QC_ }
Coupled{ _EQUATIONSET_ _QC_ }
*- Bias drain to target bias
Quasistationary(
InitialStep=0.01 MinStep=1e-5 MaxStep=1
Goal{ Name="gate" Voltage= -0.7 }
) { Coupled { _EQUATIONSET_ _QC_ } }
}
#endif
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Hello, I would like to ask how to set the value of SurfaceResistance. I noticed that you only set the substrate part when setting the Thermode, but the source dran gate area is not set. In addition, I would like to ask why the value is set to 1e-4, this How is the value determined?
Thank u!
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I started to use Arc Hydro tools' version of ArcGis 10.8 to perform the fill sinks step. I have made several attempts to complete the steps, but always displays a message saying there is a problem. If you have answers.
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If you are having trouble using the Arc Hydro tools in ArcGIS 10.8 to perform the fill sinks step, there are several potential causes and solutions you can try:
  1. Check your input data: Make sure that your input data is properly formatted and that all required fields are present and correctly populated. For example, if you are using a digital elevation model (DEM) as input, make sure that it is in a supported format and that the pixel values are elevation values, not other data types.
  2. Check your tool settings: Double-check the settings you are using in the Fill Sinks tool to make sure that they are appropriate for your data and the analysis you are trying to perform. For example, make sure that the correct flow direction grid is specified, that the correct elevation units are selected, and that the correct output format is chosen.
  3. Check for errors or warnings: Look for any error or warning messages that are displayed during the Fill Sinks step. These messages can often provide clues as to what is causing the problem and how to fix it. For example, an error message might indicate that the input data is in the wrong format, or that there is insufficient memory to complete the operation.
  4. Check your system resources: Make sure that your computer has sufficient resources to run the Arc Hydro tools and perform the Fill Sinks step. This includes having enough free disk space, sufficient memory, and a fast enough processor.
  5. Contact Esri Support: If you have tried the above steps and are still having trouble, you can contact Esri Support for further assistance. They can help you troubleshoot the issue and provide guidance on how to resolve it.
By following these steps, you should be able to diagnose and resolve any issues you are experiencing with the Arc Hydro tools in ArcGIS 10.8.
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why the series compensated transmission lines connected to hydro power stations don't face the problem of subsynchronous resonance but the series compensated transmission lines connected to thermal or nuclear power stations or wind power stations faces the problem of subsynchronous resonance ?
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Series compensated transmission lines that are connected to hydroelectric power stations typically do not experience the problem of subsynchronous resonance (SSR) for several reasons.
First, series compensation (the use of capacitors or reactors in series with the transmission line) can help to stabilize the transmission line and reduce the risk of SSR. Series compensation can reduce the line impedance and increase the system damping, which can help to suppress the oscillations that can lead to SSR.
Second, hydroelectric power stations typically have relatively low inertia and fast-acting governors, which can help to dampen oscillations and reduce the risk of SSR. The governors of hydroelectric power stations can quickly respond to changes in system frequency and adjust the power output of the station accordingly, which can help to stabilize the system and prevent the development of oscillations.
Finally, hydroelectric power stations are typically operated in a load-following mode, which means that they can adjust their power output in response to changes in demand. This can help to dampen oscillations and reduce the risk of SSR, as the system frequency is less likely to be disturbed by changes in load.
Overall, the combination of series compensation, low inertia, and load-following operation can help to reduce the risk of SSR in transmission lines connected to hydroelectric power stations.
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PLEASE ADVISE ME HOW TO PUT LOAD ON PUMP (IN TERRMS OF FLOW) OF A PUMP STORAGE HYDRO POWER PLANT FOT TRANSIENT ANALYSIS ?
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You haven't gotten an answer because the question is too vague. Are you hoping to model the behavior of a pumped storage facility? I am personally familiar with the design and construction of the Raccoon Mountain Pumped Storage Facility. You will need performance curves showing flow, head, power, efficiency, etc. You will then need to create a pumping (filling and emptying) schedule. What do you hope to do or to learn from this effort? Tell us more and you will get replies.
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For hydro power plants, turbine inlet valves spherical valves & butterfly valves are used . Also butterfly valves are used as penstock protection valve near dam or surge shaft.
My question is that which international standards are applicable for these valves. In India we have BIS standard for Butterfly valves ( BIS 7326) & spherical valves ( BIS 7332) , but these are very old & don't address the latest applicable practices .
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In hydro power plants , pressure & power pulsations occur on various loads particularly on off peak regime , part loads , overloads, . Various standards are available for measurement of these parameters , but I have not come across any standard that defines the acceptance norm at operating conditions .
What is acceptance norm for pressure & power pulsation in Hydro turbines , any applicable standards ?
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ГОСТ Р 55563-2013  —  Возобновляемая энергетика. Гидроэлектростанции. Автоматизация гидроэлектростанций. Руководство по автоматизированному управлению.
Методики оценки технического состояния основного оборудования гидроэлектростанций
Обозначение:СТО 17330282.27.140.001-2006
Название рус.:Методики оценки технического состояния основного оборудования гидроэлектростанций
Статус:не действует
Заменен:СТО 70238424.27.140.001-2011 «Гидроэлектростанции. Методики оценки технического состояния основного оборудования»
Дата актуализации текста: 05.05.2017 Стандарт устанавливает требования к контролю состояния основного гидроэнергетического оборудования при эксплуатации гидроэлектростанций и определяет методики, которые следует применять при оценке технического состояния этого оборудования. Стандарт не учитывает все возможные особенности исполнения его требований на разнотипном оборудовании.
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I was studying about the main technical issues regarding the control of large scale electrical grid level water turbines. I came across an article which states that control structures of hydro turbines have been more or less the same for sometime now. Is it because we have already solved the major technical issues already, or are there still some major technical limitations regarding hydro turbine in case of large scale electrical grid implementation that are being researched on?
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Hydro power has been around for about 150 years, so pretty much we can say that the power system has been built around them. In addition, the "if something is working don't touch it" principle is quite appropriate in this case as well. The only issues (I am aware of) that have arose lately are regarding frequency provision capabilities. While hydro is an excellent source of frequency provision in systems with high inertia they are quite limited in fast frequency response (FFR) terms, due to their non-minimum phase characteristic.
For instance, they are about to be disqualified in the Nordic system due to their slow and initial negative response. Solutions from the industry are coming in the form of hybridization with batteries and other renewables. I believe this work will concern also micro- and mini-grid related research in the near future.
You can read more about these challenges here:
Regarding the Swedish case:
Happy reading!
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Dear colleagues,
I have some Raman spectra that puzzle me - we did some coating with a hexane-Ar plasma on glass. Thus, I think the films are surely (hydro)carbon films. The Raman spectra we took show only three peaks (so, the glass substrate is neatly covered). My problem now is that I have troubles identifying these peaks, except for the one at 1344 /cm, which is the first order D peak of graphite in my opinion. But there are two more peaks, a quite sharp one at 1541 /cm and a broad one at 2853 /cm. The only value I could find in the literature so far for the former one would be single carbon nano tubes but this is not supported by SEM microscopy and for the latter one I have no clue. Maybe some Raman expert could help me with the identifaction. I attached a spectrum to have a look. The parameters of the measurement were: 1.6 mW Laser power at 532 nm.
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Most likely C-H related modes. See for example doi:10.1139/v64-049
Hope this helps.
Karsten
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There is a difference between height of Pacific and Atlantic Ocean. Could it be explored for hydro energy generation using PCHs technology?
📷
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In principle Yes, if one can avoid conflict with transportion function. I have visited the canal and found that it is quite narrow.
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Hey, I am using Hec geo hms and arc hydro tool for input of HEC HMS model. While processing for Basin centroid in HEC geo hms, i am incurring the error. Has someone been through such error? If yes, than how'd you resolve it.
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Dear Usama,
try to follow all steps of the ArcHydro, then geoHMS process to create your HMS model in order to be sure any other possible errors are avoided (e.g. proper DEM, flowpaths, sinks to be filled, etc.). Here is an example, but there are many tutorials online.
Best of luck!
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Dear all,
This is Dileep Kumar Chandragiri, Did my Masters in Structural engineering from NIT Allahabad, India in the year 2007. I have around 14+ years of experience as a structural engineer in India, with experience gained a lot of exposure to economic design and good detailing.
  • I have hands on experience in Structural analysis, Design & Detail drawings of Hydro Power, Metro & Road Tunnels, Residential, Commercial, Educational & Industrial Building Structures.
  • I'm planning to do Master's in earthquake engineering (Research) from New Zealand. I'm interestingly looking for exceptional concept/research work to do. Please guide/suggest me on the project selection/topic which will be more beneficial for career prospective based on my experience.
My Proposal :
The area of my experience always governs the earthquake design. The Design of all Hydro power projects are in high seismic zones (Himalayan region) and the area is porn to large earthquakes in India.
Dam, Intake and powerhouse operation sustainability is a major concern for the Hydro power Projects in India.
I would like to contribute to the field through meaningful research in Earthquake Engineering on “Seismic risk assessment of Hydro Power components Dam, Intake and Powerhouse". Which includes detailed structural modeling, risk analysis in order to develop high-level retrofit strategies to save loss of life.
Please suggest on my proposal as well.
Thanks& Regards
Dileep Kumar
+91-9650376635 (WhatsApp)
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Dear Dileep,
As mentioned by other readers, the research topic is good, however, it quite broad in its scope and would require you have knowledge of multi-disciplinary field as it also require you to develop an earthquake ground motion estimation model.
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Heavy fuel oil is a combenation of a large number of different hydro carbon chains. I no the difference between boiling and flash point. I am reasearching cavitation of pumps and valves on heated fuel oil systems and would like to find a chart or table where different fuel would start to boil. This is difficult since the different hydro carbon chains boil at dirrerent temperatures. But I am intrested where the first hydro carbon chains would start to boil and have the potential to lead to pump or valve cavitation?
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I am developing my postgraduate thesis on the application of the i-Tree Hydro hydrological model with different scenarios of increase in urban trees and its ecosystem benefits compared to the increase in gray coverage in an urban watershed in Costa Rica. I would like to know if there are related studies in Latin America, since I only know one implemented in Colombia in 2019.
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Dear Fellows , I need sources with technical data for growing herbs in a Urban Hydro Farm , in cold weather conditions
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Hello sir,
Kindly look at this paper.
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Can we use Tesla turbines in place of conventional Francis turbines for generating much more power and also achieve a greater amount of energy?
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The design and rotational speed are matched so that the advance of the trailing edge of the curled impeller is retreating at the same rate as the water is flowing off and entering the stream in line with the shaft. The end result is very little swirl. Note that there are a lot of pictures on the web that say "Francis" but aren't. Most of the pictures on the web are Pelton wheels and not Francis turbines. Francis turbines have a J shape. They don't look like clam shells.
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Dear all,
I have written a paper about predicting the separation efficiency of hydro-cyclone separators by means of machine learning algorithms. To this end, I have collected 4000 single data comprised of 14 inputs (14 features of hydrocyclone separator), and one target (separation efficiency).
I have been asked by the journal to include an analysis into the computational complexity of applied algorithms (ANFIS, MLP, LSSVM, RBF), in terms of either run-time or big-o-notation. However, as I understand, the run time must increase commensurately by increment in the size of data (or size of inputs). But, strangely I have found out that by the increase in data size, the run-time for the respective models reduces dramatically. So, I am left puzzled how to report this, cuz as far as I know the big-o-notation diagrams cannot have a negative slope (the reduction of runtime by the increase in data size).
From an engineering point of view, this can be justified by bearing in mind that the algorithms can better recognize the target when higher characteristics of hydro cyclones (inputs) are fed. But, this remains as a paradox analyzing it through AI engineering.
I appreciate it if you help me out with this matter
thanks
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Thanks Mr Allen,
I understand your point,
So, in conclusion, big o notation is working once all the features are given, and the data samples vary.
Say, if the features are sorted in different rows and samples are given through columns, increasing the columns each time can be used for big o notation.
Anyway, I don't want to dwell on the big o notation primarily, cuz i believe it fails to understand my case as it's discussing the runtime versus features.
I have clarified the results in a detail manner in my paper, and i linked the plunge in runtime by increase in data features to the complexity of the structure (hydrocyclone) itself, and the easiness of models in comprehending the target under bigger number of given inputs.
Thanks for your time
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It's about quinine (alkaloids) andfluorescence test
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The fluorescence test depends on the wavelength of the radiation used. what is the maximum one length you are using?
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Hydro chemical data analysis for the significance test.
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The short answer is no. Look up paired t test in any useable statisics book. D. Booth
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I have ArcGIS Desktop 10.5, ArcHydroTools_x64 and HEC-GeoHMS 10.2 installed. I am able to run Preprocessing, Project Setup, and  Basin Processing on the GeoHMS toolbar. When I run Characteristics or Parameters on GeoHMS, I get errors saying: "Tool not found. Please add GeoHMS Tools on the toolbox and try again!". For example when I run River Length on Characteristics, I get the following error: "RiverLenght tool not found. Please add GeoHMS Tools on the toolbox and try again!" I was able to load Arc Hydro tools into ArcToolbox, however I don't know how I can load GeoHMS tools into ArcToolbox. Please assist me. Thanks
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Solution: Do not enable the Background Processing option on the Geoprocessing Options editor.
  1. Go to Geoprocessing > Geoprocessing Options... then
  2. Make sure the 'Enable checkbox' is unchecked under Background Processing.
  3. Then try to run the tool again
Worked for me: Am running ArcGIS 10.6, ArchHydro 10.6 and HEC-GeoHMS 10.6 (NB: The versions should match as well)
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I want to design PV/wind /hydro hybrid system for rural electrification.
We obtain solar, wind and other information from NASA and other websites. For finding the hydro information there is exist any way like NASA OR OTHER WAY
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@Shir Ahmad Dost Mohammadi
There are only regional Data sources Like
There will be no Main system for all because of the gouvernance structure in water area.
Feel free to contact us for more Help. We Work in Micro Hydro systems since years and have an own Test system.
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I know this won't be accurate but it is a last resort in an attempt to estimate hourly hydro discharge output and the relationship between reservoir water level. I have monthly discharge & water level and hourly water level. I need to extrapolate hourly discharge.
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There are several ways for the estimation. 1. you get values from another water source and scale it to your case. 2. you assume an absolutely continuous withdrawal. 3. you get data from the water uuuu and calculate back. 4. you try to adapt the hourly water levels.
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Dear colleagues
could you please suggest a simple method for study and evaluation the hydro geothermal resources ?
thanks an advance
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I hope this will help if the language is not a problem.
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wind hydro solar etc.
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From my point of view, there is no better renewable energy source than others, because that depends on multiple factors, including the geographical location and the availability of these energies in the site under study.
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The best mitigation measure to reduce atmospheric carbon will be promotion of green energy and increment of forest cover. However, Hydro-power development a source of cost-effective and low-carbon renewable energy adopted about 160 countries with capacity of 1209 GWe generates about 3500TWh per year along in Asia with 542GW installed capacity and 2,204 GW potential. Does promotion of hydro power development can contribute to reduce GHG or CO2 emission in the atmosphere than another green energy promoting technology ?
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The most effective means is to reduce burning fossil fuels in thermodymanic machines.
This can be achieved by using renewable energies that are not emitting CO2 as solar and wind energy in addition to hydropower.
One can also increase the energy utilization efficiency in all its uses.
I would like that you see the proposed road map to substitute the fossil fuel PV
Best wishes
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We would like to use a Dimethyl polysiloxane dispersing medium in the Malvern 3000 Hydro MV sample preparation. During use, we find that the background is very difficult to adjust and the bubbles formed interfere with the measurement. Could you suggest something?
Stirring was reduced, which helped, but even so, the first two signals fluctuate and the background is inadequate.
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Viscous liquids are difficult to use on both MS2000 and MS3000, as entrapped air/bubbles are difficult to remove, and thermal equilibrium may be more difficult to achieve. First, to avoid bubbles, we add the liquid when the stirrer/pump is stopped, then slowly increase the speed. Prior degassing of the liquid, by stirring under vacuum while slightly heating, as USP dissolution media, may also help.
Next, there is a higher power demand and thermal dissipation at the level of dispersion units is more important when using viscous liquids, which has an impact on the thermal equilibrium of the system. For this reason, at lower stir and pump speeds, they may work better from point of view of Background stability and cosnequently less prone to thermal artefacts.
If possible, avoid using viscous liquids as dispersant.
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For Nuclear power plant, return period of flood to be considered in 10,000 years
For coal fired Thermal power plant it is 100 years
For gas fired Therma power plant it is ?
For Hydro Power plant it is ?
Also, is there any standard reference stating all these figures.
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There is no correct answer to this question. It depends on how much risk the stakeholders running the different types of power plants are willing to take and/or if there are any regulations in place that require certain level of protection to be put in place.
For example, hydropower is often generated via the construction of a large dam. The general safety standard for high hazard dams, (i.e. dams with people living downstream of them) is that they should safely pass the
Probable Maximum Flood (PMF). The PMF is is the theoretically largest flood resulting from a combination of the most severe meteorological and hydrological conditions that could conceivably occur in the catchment upstream of the dam. This paper entitles "Risk analysis for dam safety evaluation gives some details (see: https://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.179.2568&rep=rep1&type=pdf).
With regards to nuclear power plants these regulatory guides from the US published in 1975 and 1976 give some idea as to what was planned for at that time in terms of floods (see: https://www.nrc.gov/docs/ML1335/ML13350A290.pdf and https://www.nrc.gov/docs/ML0037/ML003740308.pdf). For nuclear power plant safety risk assessments, flood estimates are needed for return periods of up to 1 million
years (i.e. exceedance probability of 1 in a million) or even the PMF and Probable Maximum Precipitation (PMP) for surface water flooding. This site maybe of interest: https://allthingsnuclear.org/dlochbaum/flooding-at-the-nuclear-plant. In India it looks like they use the PMF and PMP see: https://www.aerb.gov.in/storage/uploads/documents/regdoc6pLGP.pdf
This updated document for the US is also worth looking at: https://www.nrc.gov/docs/ML1132/ML11321A195.pdf
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I invite you all to give your views on the following finding
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Great , need to show tasking
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Electricity generation expansion planning (EGEP) is a process of planning for additional generation capacity from certain energy sources (coal, nuclear, gas, wind, hydro, solar, etc) over a period of time because there is more electricity demand, and or the old generators' life cycle has come to an end. Optimization models are popular in EGEP.
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Hi, I got some information which is referring to energy consumption per head and it went as far as 1561. However, it is not clear if the energy referred to is electrical energy. See this URL for more details: https://voxeu.org/article/industrial-revolution-energy-revolution
I would appreciate your comments.
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I want to model and do an optimal control of transients in a hydro electric power plant but for that i need to know all the transients phenomenon that can happend in the hydroelectric power plant.
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In general, the transient is the transient from a stable state to an unstable state or vise versa. See the work here:
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Much is said about the integration of renewable non-conventional sources. But does this improve the demand profile?
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According to my studies, it's the best integration of Renewables ( Solar PV or WInd) generations systems with the conventional generation systems like the Hydropower and Thermal Power generations systems. Because the Renewables have the intermittent characteristics that can be compensated with the stable generation-powers from the Hydropower and Thermal power.
This integration could be a feasible option with different beneficial features of the Renewables. For example, in the summer, the Solar PV system can generate the large capacity; in the rainy season, the Hydropower and Wind systems can generate large capacities.
Sincerely
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Hello all esteemed experts, I wish to learn design procedure for hydro mechanical components of hydro power step by step.Can you all please share your knowledge and whatever resources you have on design calculation for different hydro mechanical components of a hydro power (Intake gate, Penstock size and thickness, manhole, expansion joints, trashrack to name a few)
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There is a very useful web application developed by Alberto Santolin for the first steps to find the main parameters for your Hydropower plant. The application focuses mainly on the best choice of turbine and is a very useful decision support tool turbine selection or even comparison of different types of turbines. The application can be found at https://hpp-design.com/
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Bangladesh Water Development Board (BWDB) and BPDB identified 19 potential small hydro sites in 1981. LGED has carried out a study in 2004 on prospective micro-hydro sites in the Chittagong Hill Tract regions and eight potential sites were identified with anestimated capacity of 135 kW .
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You might be interested in this paper
i do not know specifics of your country and topography, but Google Earth suggested major rivers were braided, an indicator of excessive sediment, and low gradient. Gravity water wheels have advantages in their ability to work in lower gradients with excess sediment to pass, less environmental impacts when compared to dams, and generally allow aquatic passage.
Areas with high gradient and low sediment loading may have great potential if small dams or pump storage is desired to help with peaking demand. Headwaters generally best to limit aquatic passage impacts, but remoteness adds other challenges such as transmission to areas of demand.
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What type of parameters are required for a vehicle to sense for flow mitigation and reduction of hydro carbons, carbon monoxide and carbondioxide.
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Dear Zawar,
Have a look at the following:
- Intelligent Transportation Systems for Improving Traffic Energy Efficiency and Reducing GHG Emissions from Roadways: A White Paper from the National Center for …
- Mitigating traffic congestion: the role of intelligent transportation systems
Hope it helps.
Best,
Aryan
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I am getting strip line error in CARTO 10 m DEM. There is one strip of no data value strip which is causing error in hydro morphological operations.
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The best option would be fill these with alternate DEM such as ASTER, SRTM or CartoDEM (30m).
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suppose that a country will phase out the traditional thermal plants as well as nuclear plants and replace them with renewable (wind-solar) farms. However, due to good potential of rivers, the main load is targeted to be met by Hydro plants and pumped hydro storage facilities. Can anyone picture the negative points of such a scheme?
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I follow.......
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I am developing a SOP for soil texture analysis (mastersizer 3000 hydro EV, wet process) but I find different results each time;
I have to decide on:
-Choice of refraction and absorption index (I use 1.53 and 0.1)
Choice of dispersion (I use pre-measured ultrasound for 5 min with a frequency of 50% (max 40Khz)) but it does not allow disintegration if the agitation is low.
-Choice of agitation (2500 rpm) that breaks down the particles and the soil becomes silty to clayey.
-20% sucking
-Choice of measurement time.
Thank you for your feedback
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Hi Fatima,
I hope these settings will be proper for you:
RI 1.544, AI 0.1;
Measurement duration: 10 s for each (red background, sample; blue background, sample) without light background stability;
7 measurements;
2500 RPM
Cheers!
Gyuri
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In case of load frequency control for interconnected power system, which have different conventional energy sources( Thermal and Hydro generators each having 2000MW) along with DFIG based wind turbine of 3.6MW.
1. How we convert the 3.6MW turbine parameters on a common base.
2. For inertial support mode , what configuration should used.
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A form of clean/ green energy alternative sources
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Geothermal heat pump method is becoming popular: Need a contractor to come and set it up
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(if large scale energy storage systems are pumped hydro, CAES etc)
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A small scale power or energy storage device could be a rechargeable battery like the Li-ion battery, acid battery, or could be a fuel cell unit (or a stack of units).
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One compound is Completely Hydro Carbon and aromatic. The another one also but having Two Halogens. Even eluting the mixtures in Preparative TLC by n-pentane, the spots were not separating. I wants to separate the Compounds without Prep.HPLC.
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I do agree with Prashanta please follow the normal phase column chromatography?
Regards
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  • Like I used ANN controller in DFIG associated with small hydro power plant, I am used ANN controller in rotor current in q-axis for controlling the active power and in d-axis for controlling the reactive power. But the mean square error is coming around 3000 .is it correct or not?
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yes, it is depend on the controller of stimulation
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I'm looking at Earth Volumetric Studio, Arc Hydro Groundwater with Subsurface Analyst add on, and Hydro GeoAnalyst. I'm working with large testhole data sets and want to create 2D cross sections for publications and 3D volumetric models. I'm mainly concerned about modeling glacial out-wash aquifers. Any suggestions or thoughts on software?
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PetroMod or whatever package from Schlumberger might be suitable. Worth a quick look.
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I am looking for video, exercise, practice options, books and tutorial of python for atmosphere and ocean science (climate, hydrology, hydro climatology, cryosphere).
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Alastair Bain McDonald thank you and I will try these
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Hi BT. I'm over here in Nepal - dealing hydro developments. Rockmass/tunnels here need love (and your mathematical brain power). Neighbouring headrace tunnel - typical squeeze. Anyhow your paper is welcome - as a tool for us. Hope you are doing great. Cheers
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Interesting
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Among the various conventional sources, hydro-electricity is a source of reliable and flexible energy. PHES is the world’s largest energy storage system, representing more than 90% of installed storage capacity worldwide. PHES plants serve the grid in wide range of applications as a source of flexibility.
Some of the major applications of pumped storage hydro plants could be peak shaving, load balancing, frequency regulation, back-up reserve, spinning reserve, quick start capability, black-start capability and voltage support etc. Ramping capability is a major indicator of flexibility available from a generating station. Despite hydropower’s seasonal nature, the flexibility viz. overload capability, fast ramping & peaking support etc. rendered by hydro generators has immense value for balancing of grid and for reliable, secure and economic grid operation. Its ability to run as a synchronous condenser also helps significantly in managing reactive power imbalance & controlling voltage, thereby ensuring power quality & voltage stability.
In view of all such capabilties PHES could be a very good candidate to support RE integration and grid balancing.
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Yes Dr Deb, I cannot agree with you more to what you have said. Of-course there may be numerous reasons towards pushing RE into the Indian Grid, however from a grid operators’ experience what I can state confidently is that in addition to address sustainability angle, it has brought a number of supporting measures to the Grid, which were pending since long and were not moving.
Regarding the other compulsions, like storage etc., though lot of discussions/ advocacies may be there, however I feel that so far Indian Utilities have moved with caution and the first grid connected 10 MW capacity battery storage plant has been brought only very recently by Tata’s in Delhi (under NDPL) . On the other hand, under the compulsion of Renewables, the different grid friendly actions, which have been pushed and realised include, enhancing flexibility of thermal generation by bringing the minimum operating level up to 50%, instead of 70-80% earlier, allowing RRAS in the grid by regulators - which were pending since long and bringing the renewables under scheduling domain. It is only due to all above measures, that no sustained spillage/rejection of RE has been observed so far, without having any major expenditure towards the expansive solutions like storage etc.
However one another thing what we have to consider particularly with reference to Indian Grid is that such a large interconnected/synchronous grid is being operated and frequency and other parameters are being maintained in such a close range, without having certain basics in place, like primary and secondary controls in the system. Hence when there is a talk of storage systems etc. in the grid, solely it may not be due to the reasons of renewables, but taking into consideration all above situations in the grid. However as in the face of Renewables, getting anything pushed/implemented is relatively softer, the newer actions like addition of storage etc. are ovbiously/conveniently linked with renewables.
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I am working on synthesis of nano metal chalcogenides-Copper sulfide, tungsten sulfide and molybdenum sulphate (nanoparticles). currently i have done experiments on hydro/solvothermal and microwave irradiation method. I aimed for different morphologies but have got uniform particles from 40-60nm.
I look forward for hirearchial structures. Kindly let me know which is the better alternative for such hirearchial structures.
Also i aim at getting covelite (CuS) but have got digenite (Cu1.8S-non stoichiometric) structures. Kindly help me out. Also suggest which is the better respective metal and sulphur source.
looking forward to your replies!!!
thanks and regards
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No longer ‘nano’ if dried.... There will be no free, independent, discrete particles < 100 nm in a powder.
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According to API 6D, minimum duration for hydrotest is 2 to 30 minutes. What happens if the duration exceeds those. Is n't there a maximum time?
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These limits represent the minimum acceptable time period, hence the required and more acceptable could be longer. This is due the relation between time and material failure. This could be clear for transient pressure wave, where for only wave pressure pulse (nearly no time) could be no damage, otherwise damage could be happened.
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Landfill site selection is one of the most important tasks for Municipal Solid Waste (MSW) Management planners. Rajshahi is considered to be one of the most growing cities with enormous potentialities to physical and environmental development. The city has taken over air pollution, and it should now shift their focus on preparing to face the consequences of rapid urban growth. With completely unorganized solid waste management even after the absence of industries and mega industries, the city surely has a chance of collapsing in the time of any large development movement. To encounter the potential risk, we are trying to identify the suitable place to dispose of Metropolitan Solid Waste in Rajshahi Metropolitan area with the combination of Geographic Information System (GIS) and Analytical Hierarchy Process (AHP) considering Environmental, Technical and Social factors. In order to select suitable site for landfill several important criteria, such as geology/hydro geology, land use, slope, aspect and distance from settlements, surface water body, roads, railway, streams, and protected areas were chosen according to standards and regulations.
Do you think there are any other effective elements that can be added to this list?
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I think accessibility to potential land fill site is also an important issue
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We have the Mastersizer 3000 with a Hydro MV dispersion unit. My emulsion is with sunflower oil but I don't want to use it as a dispersant so i'm looking for an oil with similar properties. I tried mineral oil however I feel it is too viscous. When I empty the dispersion unit the oil still stays in the tubes and the measuring unit which makes it very difficult to clean between samples. Any ideas how to solve this? Thank you
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Hi Naama,
I would stick to sunflower oil as dispersant. If you select another oil the water in your emulsion may start redistributing in case its solubility is higher. For emulsions it is wise to keep the continuous phase the same when diluting, esspecially or particle size analysis. One trick to clean your dispersing unit easier, is to check if you can use something like 'white spirit' to rinse. It mixes well with oils, is low viscous and generally pretty cheap and widely available. You may need to ask your Malvern representative if tubings and seals in your dispersing unit can withstand white spirit.
Kind regards, Leo
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can you suggest a good software I may use ?
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Interested
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Hydro logical models are suitable to predicate stream flow and sediment .yield.
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thank you for your valuable recommendation
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Following are the conversion pathways for sustainable bio-jet fuel production.(Serial 1-4 are ASTM certified)
1.Hydro- processed Esters and Fatty (HEFA)
2. Fischer-Tropsch (FT)
3.Direct sugars to hydro carbon (DSHC)
4.Alcohol to jet (ATJ)
5. Pyrolysis
6. Hydrothermal Liquefaction
In order to make a business case we must link conversion techniques with the feed-stock (2nd Gen.)
Literature focuses on any one type of feed-stock. For example in agriculture waste, wheat straw would be considered for Gassfication and FT, but it can also be considered for Alcohol to jet or Direct sugars to hydrocarbon.
Here is my categorization:
1. HEFA-Algae and non-edible oil seeds
2. For all other pathways MSW, Forestry residue, agriculture waste, wood waste.
I
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There is a hydro plant upstream and a downstream power plant. The discharge of the upstream plant was decided to be increased from 40-70m3/s, meanwhile the downstream plant is completely dependent of the upstream plant ( the former has no own reservoir). So, the upstream plant provides a short-term regulation for the downstream plant, the downstream plant has a max discharge of 45m3/s. So, in case we increase the discharge at the upstream plant we will have around 70-45=25m3/s water spillafe because of no short-term regulation downstream. Those 25m3/s will be spilled 6 hours per day so 25*6= 150m3/s (1,8GWh production loss in a year) per day spillage downstream. The question is how to calculate the monetary value of that spillage? Do I just need to mulptiply those 1,8GWh by the average power price?
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You need to multiply the frequency of occurrence of the spillage event times the consequence should the spillage occur.
The consequence can be expressed in monetary term using the GWh times the average cost of power, say in dollars per GWh.
Note the frequency of occurrence of the spillage events is just the annual probability.
Hope this helps answer your question and good luck!
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System stability conditions are affected by operating patterns and load patterns. Because interference can cause stability to become a major problem on the generator side, stability appears in accordance with mechanical and electrical rotor angle fluctuations so that the use of new technologies and controls is needed, to improve operation under oscillation conditions. The Extreme Learning (ELM) engines is used to detect early warnings during transient conditions.
Papers:
Yuli Asmi Rahman, A.S., and irwan Mahmudi, Stability Issues in Presence Variable Distributed Generation Into Radial Distribution Network International Conference on Industrial Electrical and Electronics (ICIEE) 2018.
Siswanto, A., et al., Stability improvement of wind turbine penetrated using power system stabilizer (PSS) on South Sulawesi transmission system. AIP Conference Proceedings, 2018. 1941 (1): p. 020036.
Gunadin, I.C., Z. Muslimin, and A. Siswanto. Transient stability improvement using allocation power generation methods based on moment inertia. in 2017 International Conference on Electrical Engineering and Informatics (ICELTICs). 2017.
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greeting
i want to know how to calculate the propeller dimension
is there any diffrent between propeller in water and air turbine ?
can some one give me a refrence to design my on propeller so i can use it in my hydro electric power plant
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Sir
Mohammad Hossein Rasti
Big thanks
I appreciate your help
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There is evidence that the Alternating Current (AC) total interference of power lines may have negative impact on personnel and equipment in close vicinity. The evidence show that the touch voltages increases with increased distance between electromagnetic source and human body.
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In many countries there is a state low or some other official document that regulate area what you asked. In those documents you will find all necessary data for you research and also many company like TSO (Transmission System Operator) and DSO (Distribution System Operator) have done such measurements and elaborates. Every new objects (high voltage overhead line or cable or substation) in power which will be build must have such documentation and have to have such measurement like a part of building permits documentation. So I suggested contacting your local TSO or DSO Company or some governing body (ministry for health or energy).
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What is the chemical composition to be considered for Consequence modeling for heavier hydrocarbons like crude oil/Vacuum residue/Vaccum gas oil/Diesel,, etc.?
What is the general practice and referance guidelines?
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side_chain polyners with microfibrile protrusions....... i am morking on them along with Dr Koohgard.............
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I do have the initial flexibility of the hydro power plant (as a %). So, in case I want to calculate the new flexibility due to the refurbishment of the plant (I have found the price index, which is 1,12). How can I calculate the new flexibility in % of the average price, if I have the average price. the price index, the production and the income from flexibility?
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Hello, can anybody help me to find a precise protocol for preparing a methanolic and hydro alcoholic extract of watermelon seeds?
i can't find the methods in articles.
thank you
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Yes, the antioxidants capacity of this seed matters to my work.
thank you so much for your guidance.
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