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5外文文献原文

5外文文献原文
5外文文献原文

MEASUREMENT OF TEMPERATURE AND HUMIDITY USING

SHT11/71 INTELLIGENT SENSOR

Assist. Prof. Grisha Spasov, PhD, BSc Nikolay Kakanakov Department of Computer Systems, Technical University – branch Plovdiv, 25, “Tzanko

Djustabanov” Str., 4000 Plovdiv, Bulgaria, +359 32 659 576, e-mail: gvs@tu-plovdiv.bg,

kakanak@tu-plovdiv.bg

Keywords: temperature and humidity measurements, intelligent sensors, distributed automation and control

The paper discusses the advantages of intelligent sensors. It presents an SHT11/71 temperature and humidity combined sensor from Sensirion. This sensor is ideal for developing distributed embedded systems for monitoring environmental parameters.

An example application using this sensor is added to present SHT11/71 in real working condition. The application is distributed system for monitoring temperature and humidity. It uses a microcontroller with integrated web server to organize the communication and management of sensors. This application is realized and tested.

1. INTRODUCTION

Measurement and control of temperature and relative humidity has significant appliance in industry, science, healthcare agriculture and controlling technological processes. These two environmental parameters strongly influence each other and it is critical in some application to measure them in parallel. Using modern technologies it is possible to combine temperature measurement element, humidity measurement element, amplifier, ADC, digital interface, calibration memory and CRC calculation logic in a single chip with very small size [1,3].

Using intelligent sensors of this kind can shorten the development time and cost. Integrating ADC and amplifier into sensor’s chip allow developers to optimize sensor elements for accuracy and long-term stability. And that is not all – integrating digital interface logic simplifies connectivity and management of sensors. These advantages can reduce whole time-to-market time and even price [1,3].

In presented paper we use SHT11/71 intelligent sensor from Sensirion as an example and present its advantages and measurement procedures. An example application is also presented to demonstrate its work in real conditions. This application is realized and tested.

2. INTELIGENT SENSORS – SHT11/71

SHT11/71 is a single chip relative humidity and temperature multi sensor module comprising a calibrated digital output. The device includes a capacitive polymer sensing element for relative humidity and a bandgap temperature sensor. Both are seamlessly coupled to a 14bit ADC and a serial interface circuit on the same chip. This results in high signal quality, a fast response time and insensitivity to external disturbances (EMC). Each SHT11/71 is individually calibrated and calibration coefficients are programmed into the OTP memory. The 2-wire serial interface and internal voltage regulation allow easy and fast system integration [1].

The SHT11/71 is shown on fig. 1 [1].

Combining temperature and humidity sensing elements in single unit enables precise determination of dewpoint, without incurring errors due to temperature gradients between elements. The signal amplification near the sensor allows the polymer layers to be optimized not for signal strengths, but rather for long-term stability. Performing analog-to-digital conversion “in place” makes the signal extremely insensitive to noise. A checksum generated by the chip itself is used for additional reliability. The calibration data loaded on the chip memory guarantees that humidity sensors have identical specifications and thus they are 100% replaceable [1].

Some of the advanced functions of the SHT11/71 are available trough the status register. Some of them are: internal heating element; regulation of measurement resolution to optimize for precision or for fast response; End-Of-Battery (EOB) detection (low voltage detection). Status register size is 8 bits but only four of them are used [1].

SHT11/71 can be connected directly to any microcontroller by means of the digital 2-wire interface. This interface is optimized for sensor readout and power consumption and is not compatible with I2C interfaces [1]. (See fig. 2)

Two wires are used to transfer serial clock (SCK) and data (DATA). The SCK is used to synchronize the communication between a microcontroller and the SHT11/71. Since the interface consists of fully static logic there is no minimum frequency. The DATA tristate pin is used to transfer data in and out of the module. It changes after the falling edge and is valid on the rising edge of the SCK. During the transmission the DATA line must remain stable while SCK is high [1].

Signals over the two lines during an example transmission are shown on fig. 3 [1].

3. MEASUREMENT OF TEMPERATURE AND RELATIVE HUMIDITY

A measurement using SHT11/71 is a two-step procedure. First, it is necessary to send command for measurement to the sensor and get the data through the digital interface. Second, it is necessary to convert data from sensor to real physical values and to calculate the temperature compensation of the humidity data [1].

3.1 Sending a command and receiving data

To initiate a transmission, a “transmission start” sequence has to be issued. It consists of a lowering of the DATA line while SCK is high, followed by a low pulse on SCK and raising DATA again while SCK is still high [1].

The subsequent command consists of three address bits (only .000. is currently supported) and five command bits. The SHT11/71 indicates the proper reception of a command by pulling the DATA pin low (ACK bit) after the falling edge of the 8th SCK clock. The DATA line is released (and goes high) after the falling edge of the 9th SCK clock. Two bytes of measurement data and one byte of CRC checksum are transmitted. The μC must acknowledge each byte by pulling the DATA line low. All values are MSB first, right justified. Possible commands are: “get temperature”, “get humidity”, “change measurement resolution”, “get status register value”, “set status register value” [1].

Communication terminates after the acknowledge bit of the CRC data. If CRC-8 checksum is not used the controller may terminate the communication after the measurement data LSB by keeping ACK high. The device automatically returns to sleep mode after the measurement and communication have ended. [1]

3.2 Converting Output to Physical Values

To compensate for non-linearity of humidity sensing element and to obtain the full accuracy it is recommended to convert the readout with the following formula [1,3]:

RH linear = c1 + c2 + c3.SO RH2.

Coefficients c1, c2 and c3 depend only on measurement resolution. For 12bit resolution: c1= – 4, c2= 0.0405 and c3= – 2.8*10-6. For 8bit resolution: c1= – 4, c2= 0.648 and c3= – 7.2*10-4.

For temperatures significantly different from 25°C the temperature coefficient of the humidity sensor should be considered [1,3]:

RH true = (T°C – 25).(t1 + t2 + SO RH) + RH linear ,

where t1 = 0.01 and t2 = 0.00008 for 14bit and t2 = 0.00128 for 8bit resolution [1].

The bandgap PTAT (Proportional To Absolute Temperature) temperature sensor is very linear by design. Use the following formula to convert from digital readout to temperature [1,3]:

Temperature = d1 + d2.SO T.

Since humidity and temperature are both measured on the same monolithic chip, the SHT11/71 allows superb dewpoint measurement.

4. DISTRIBUTED SYSTEM FOR MONITORING TEMPERATURE AND HUMIDITY

On the figure 4 below a functional scheme of distributed system for monitoring temperature and humidity, based on IPC@Chip is shown [2,4].

The functions of the system are separated between the four main blocks, as follows [2,5]:

?The internet browser assures that the system has a familiar user interface.

The visualization of the monitored parameters is placed here.

?The integrated Web server in conjunction with the CGI deals with the control of the remote processes and the transfer of dynamic HTML pages to the client. The real-time operating system (RTOS) of the IPC@Chip manages with the Web server’s tasks, TCP/IP communication, local peripherals, user tasks and interconnection between them.

?Users’ applications and tasks, running on the controller, are used for automation purposes. In our case, this is the sensor driving and management of the SMS communication.

The software of this system consists of several blocks. One block is for temperature and humidity measurement, one – for communication with the GSM gateway and sending SMS and one is for generating dynamic HTML documents with the data from the sensor.

Before every measurement a software restarting of the sensor’s interface take place. After that an initialization command is sent and controller waits 11ms. After this procedure a real measurement can start. The measurement block consists of two identical parts, one – for temperature measurement and one – for humidity measurement. The microcontroller sends a command to the sensor to get data. After getting data μC normalizes and stores it in the operating memory. The two identical parts are executed sequentially and are repeated together. Between every two iterations of this cycle the task “sleeps” for about one minute to free the processor for tasks with low priority (like FTP, Web, Telnet).

The communication between the controller and the sensor is trough 2-line interface (data and synchronization). A C-library based on the software interrupts of the RTOS is made for this communication. This library has the following functions:?shttransstart() – starts a transmission;

?shtreset() – for restarting of the sensor;

?shtinit() – initializes the sensor interface;

?shtsend() – sends a command;

?shtrecv() – receives data from sensor.

These functions are used to control the sensor’s work trough the 2-wire interface and to get temperature and humidity data. This data is stored in the controller memory and then converted using formulas for non-linearity and temperature compensation.

To see the results of the measurement the client sends a HTTP request to the web server and the server sends a HTML document as a reply. CGI is the instrument that connects the web server with the internal data on the controller. It runs as a task and do not use data received from the client, but rather uses data from the measurement block. This transfer of data is carried out with a block of shared memory. The measurement block writes data in this memory and the CGI task reads and use this data. It generates a short HTML document containing the temperature and humidity values from the last measurement.

Example web document sent as a reply from the integrated web server with the results is shown on figure 5.

For controlling the parallel execution of these tasks a small program is written. This program read initialization data from files on the controller memory, installs and uninstalls the CGI processes, declares a semaphore from RTOS and frees it, releases the unused memory and stops the unneeded tasks. The other purpose of this program is to allow adding a security to the project using identification and authorization [2].

5. CONCLUSIONS AND FUTURE WORK

Intelligent sensors with their advantages like combining temperature and humidity sensing elements, integrating ADC, amplifiers and serial interface make development of measurement systems easier. These advantages also decrease development time and cost and the size of the product. One application where these sensors find place are distributed measurement and monitoring systems like meteorological stations, HVAC systems, automotive temperature control and many others.

The SHT11/71 has an address of 3bits, which in present sensors cannot be changed from “000”. This address can be used for future applications like sensor networks and adhoc sensor networks which are leading tendencies in automation and control technologies.

6. REFERENCES

[1] https://www.doczj.com/doc/7312425557.html,/sensors/humidity/ – SHT71 datasheets and info.

[2] Spasov G., Kakanakov N. – CGI-based applications for distributed embedded systems for monitoring temperature and humidity, CompSysTech’04, 17-18 June 2004, Rousse, Bulgaria

[3] https://www.doczj.com/doc/7312425557.html,/sensors/ – measurement technology.

[4] https://www.doczj.com/doc/7312425557.html, – IPC@Chip info and applications.

[5] Djiev, S. – Communication Networks in controlling systems, Automation and Informatics, No.2, pp 13-17, 2003.

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JOURNAL OF BRIDGE ENGINEERING /AUGUST 1999/205 ends.The stress state in each cylindrical strip was determined from the total potential energy of a nonlinear arch model using the Rayleigh-Ritz method. It was emphasized that the membrane stresses in the com-pression region of the curved models were less than those predicted by linear theory and that there was an accompanying increase in ?ange resultant force.The maximum web bending stress was shown to occur at 0.20h from the compression ?ange for the simple support stiffness condition and 0.24h for the ?xed condition,where h is the height of the analytical panel.It was noted that 0.20h would be the optimum position for longitudinal stiffeners in curved girders,which is the same as for straight girders based on stability requirements.From the ?xed condition cases it was determined that there was no signi?cant change in the membrane stresses (from free to ?xed)but that there was a signi?cant effect on the web bend-ing stresses.Numerical results were generated for the reduc-tion in effective moment required to produce initial yield in the ?anges based on curvature and web slenderness for a panel aspect ratio of 1.0and a web-to-?ange area ratio of 2.0.From the results,a maximum reduction of about 13%was noted for a /R =0.167and about 8%for a /R =0.10(h /t w =150),both of which would correspond to extreme curvature,where a is the length of the analytical panel (modeling the distance be-tween transverse stiffeners)and R is the radius of curvature.To apply the parametric results to developing design criteria for practical curved girders,the de?ections and web bending stresses that would occur for girders with a curvature corre-sponding to the initial imperfection out-of-?atness limit of D /120was used.It was noted that,for a panel with an aspect ratio of 1.0,this would correspond to a curvature of a /R =0.067.The values of moment reduction using this approach were compared with those presented by Basler (Basler and Thurlimann 1961;Vincent 1969).Numerical results based on this limit were generated,and the following web-slenderness requirement was derived: 2 D 36,500a a =1?8.6?34 (1) ? ??? t R R F w ?y where D =unsupported distance between ?anges;and F y =yield stress in psi. An extension of this work was published a year later,when Culver et al.(1973)checked the accuracy of the isolated elas-tically supported cylindrical strips by treating the panel as a unit two-way shell rather than as individual strips.The ?ange/web boundaries were modeled as ?xed,and the boundaries at the transverse stiffeners were modeled as ?xed and simple.Longitudinal stiffeners were modeled with moments of inertias as multiples of the AASHO (Standard 1969)values for straight https://www.doczj.com/doc/7312425557.html,ing analytical results obtained for the slenderness required to limit the plate bending stresses in the curved panel to those of a ?at panel with the maximum allowed out-of-?atness (a /R =0.067)and with D /t w =330,the following equa-tion was developed for curved plate girder web slenderness with one longitudinal stiffener: D 46,000a a =1?2.9 ?2.2 (2) ? ? ? t R f R w ?b where the calculated bending stress,f b ,is in psi.It was further concluded that if longitudinal stiffeners are located in both the tension and compression regions,the reduction in D /t w will not be required.For the case of two stiffeners,web bending in both regions is reduced and the web slenderness could be de-signed as a straight girder panel.Eq.(1)is currently used in the ‘‘Load Factor Design’’portion of the Guide Speci?cations ,and (2)is used in the ‘‘Allowable Stress Design’’portion for girders stiffened with one longitudinal stiffener.This work was continued by Mariani et al.(1973),where the optimum trans-verse stiffener rigidity was determined analytically. During almost the same time,Abdel-Sayed (1973)studied the prebuckling and elastic buckling behavior of curved web panels and proposed approximate conservative equations for estimating the critical load under pure normal loading (stress),pure shear,and combined normal and shear loading.The linear theory of shells was used.The panel was simply supported along all four edges with no torsional rigidity of the ?anges provided.The transverse stiffeners were therefore assumed to be rigid in their directions (no strains could be developed along the edges of the panels).The Galerkin method was used to solve the governing differential equations,and minimum eigenvalues of the critical load were calculated and presented for a wide range of loading conditions (bedding,shear,and combined),aspect ratios,and curvatures.For all cases,it was demonstrated that the critical load is higher for curved panels over the comparable ?at panel and increases with an increase in curvature. In 1980,Daniels et al.summarized the Lehigh University ?ve-year experimental research program on the fatigue behav-ior of horizontally curved bridges and concluded that the slen-derness limits suggested by Culver were too severe.Equations for ‘‘Load Factor Design’’and for ‘‘Allowable Stress Design’’were developed (respectively)as D 36,500a =1?4?192(3)? ?t R F w ?y D 23,000a =1?4 ?170 (4) ? ? t R f w ?b The latter equation is currently used in the ‘‘Allowable Stress Design’’portion of the Guide Speci?cations for girders not stiffened longitudinally. Numerous analytical and experimental works on the subject have also been published by Japanese researchers since the end of the CURT project.Mikami and colleagues presented work in Japanese journals (Mikami et al.1980;Mikami and Furunishi 1981)and later in the ASCE Journal of Engineering Mechanics (Mikami and Furunishi 1984)on the nonlinear be-havior of cylindrical web panels under bending and combined bending and shear.They analyzed the cylindrical panels based on Washizu’s (1975)nonlinear theory of shells.The governing nonlinear differential equations were solved numerically by the ?nite-difference method.Simple support boundary condi-tions were assumed along the curved boundaries (top and bot-tom at the ?ange locations)and both simple and ?xed support conditions were used at the straight (vertical)boundaries.The large displacement behavior was demonstrated by Mi-kami and Furunishi for a range of geometric properties.Nu-merical values of the load,de?ection,membrane stress,bend-ing stress,and torsional stress were obtained,but no equations for design use were presented.Signi?cant conclusions include that:(1)the compressive membrane stress in the circumfer-ential direction decreases with an increase in curvature;(2)the panel under combined bending and shear exhibits a lower level of the circumferential membrane stress as compared with the panel under pure bending,and as a result,the bending moment carried by the web panel is reduced;and (3)the plate bending stress under combined bending and shear is larger than that under pure bending.No formulations or recommendations for direct design use were made. Kuranishi and Hiwatashi (1981,1983)used the ?nite-ele-ment method to demonstrate the elastic ?nite displacement be-havior of curved I-girder webs under bending using models with and without ?ange rigidities.Rotation was not allowed (?xed condition)about the vertical axis at the ends of the panel (transverse stiffener locations).Again,the nonlinear distribu-

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