You do not have permission to edit this page, for the following reason:

You are not allowed to execute the action you have requested.


You can view and copy the source of this page.

x
 
1
2
3
==Abstract==
4
5
Acoustics is an important factor in mosque prayer halls that had not been given extensive concern during the architectural design stages. Eventually, the importance of speech intelligibility became more important, given the integration of other activities into the prayer halls, such as the holy Quran recitation, speeches, and lectures. Early attempts have been made to control the propagation of sound and to maintain good acoustic quality within the prayer spaces. Architects during the conceptual design stage had barely paid attention to the design issues that affect the acoustic environment inside the prayer zones, which is either due to lack of time during the project development or, in most cases, a lack of simple design guidelines to overcome any drastic acoustical defects arising from the incorrect design, shape, or material selection. The basic guidelines for designers to select the appropriate shape, geometry, size, and finishing materials are an essential design tool. This work examines the three common design topologies of mosques, which differ in size, shape, and finishing materials. In this study, a geometric and material parametric analysis was conducted based on the shape, surface area, volume, and finishing materials of each of the three designs. For the geometric acoustics, a computer model employing the ray tracing theory was employed to investigate the three configurations. Different acoustic treatments were tested relative to the geometric disposition of each design. Finally, basic recommendations and design guidelines were presented.
6
7
==Keywords==
8
9
Acoustics ; Mosques ; Sound propagation ; Acoustic computer simulation
10
11
==1. Introduction==
12
13
Since Sinan ([[#bib13|Mutbul Kayili, 2005]] ) drew significant attention to the acoustics of mosque design, mosques have been considered multi-use architectural indoor spaces where various activities are performed. Several activities take place inside the mosque in separate or connected order. The primary activity is the performing prayers led by the Imam ([[#bib11|Khateeb and Ismail, 2007]] ). Another activity is a preaching speech, which may be delivered in an individual lecture or in conjunction with the weekly Friday prayers. An additional activity is the recitation of some of the verses of the holy Quran. Thus, the quality of the acoustic environment is important in the conduct of these multidisciplinary activities in the mosque.      
14
15
Based on the prayer hall functions inside the mosque, acoustics should be the greatest determinant of the architectural design strategy ([[#bib4|Hammad, 1990]] ). The acoustical environment in the mosque is expressed in terms of its reverberation time (RT) value. Most contemporary mosque designers do not pay attention to such requirements during the conceptual design stage. Based on the prayer function, wherein the worshippers are ordered in subsequent rows, most of the mosques are generally rectangular with high length-to-width ratios and relatively elevated ceilings. A previous work ([[#bib1|Abdou, 2003]] ) examining different mosque shapes showed that the rectangular mosques exhibited better spatial distribution for acoustical quality indicators than other shapes. In addition, all mosque designs include a Mihrab (prayer niche) and Minbar (preacher platform). Most of the mosques also have a hemispherical dome constructed on the roof level as part of the basic design topology. Such geometrical characteristics were examined using computer modeling to study the various impacts of mosque size and form on the acoustic spatial distribution.      
16
17
==2. Contemporary mosque design==
18
19
Nowadays, most contemporary mosques have sound-reflecting materials on most of its internal surfaces, except at the floor level and on horizontal surfaces that are usually laid out with carpet. Doors are constructed from wood, and large windows are probably filled with single glazing. The positioning of the central chiller units or stand-alone split units inside designated spaces or on roof tops amplifies the background noise levels inside the prayer areas, and affects the acoustic spatial tranquility of the space.
20
21
The Mihrab was initially designed to point towards the direction of Mecca and to give the Imam space to lead all worshippers who stand in rows behind him during prayers ([[#bib11|Khateeb and Ismail, 2007]] ). The circular shape and quarter spherical top of the Mihrab was geometrically developed to improve the reflected sound component towards the worshipper’s direction. However, in some contemporary architectural designs, the Mihrab was altered in size and shape without any attention to its acoustical implications.      
22
23
The mosque plan, the conventional rectangular shape, and the large prayer halls are similar and have a common design topology that is still tied to the past. The rectangular prayer halls have better acoustical quality and performance than other shapes ([[#bib1|Abdou, 2003]] ). The advance in public address system technology and the use of loudspeakers offers the architect flexibility to shape up the prayer space according to his conceptual criteria. However, the rectangular shape is still applied in the modern design of mosques because of its historical significance. In old designs, the high ceiling, domes, and large windows allowed natural ventilation, acted as a passive environmental control, and provided day lighting. Furthermore, arches and domes were used as main structural elements to cover larger spans. With the advance in artificial air-conditioning and ventilation, natural ventilation is less of a determining factor in modern mosque designs. Moreover, daylight became less important after the development of artificial lighting technologies.      
24
25
==3. Mosque geometric parameters==
26
27
The purpose of this work is to identify some of the common factors and differences in the acoustics of mosques of different sizes. The acoustic data and information about the mosques were obtained from architectural design data, as well as the material schedules, offered by the mosque designers, considering real case scenarios. The goals of this research are:
28
* To characterize mosques according to main acoustical and architectural features.
29
* To compare the acoustical behavior of mosques of different sizes and shapes.
30
31
The acoustic and architectural parameters implemented in this work were based on the selection of three different-sized prayer halls. Two of the prayer halls selected are located in the Dewela Mosque in Kuwait. The third prayer hall selected is the Damascus City Centre Mosque, Mudun Cities of Arabia Project. The mosque geometrical data are presented in [[#t0005|Table 1]] .
32
33
<span id='t0005'></span>
34
35
{| class="wikitable" style="min-width: 60%;margin-left: auto; margin-right: auto;"
36
|+
37
38
Table 1.
39
40
Geometrical parameters of the mosques.
41
42
|-
43
44
! 
45
! Dewela Mosque main prayer hall
46
! Dewela Mosque daily prayer
47
! Damascus City Centre Mosque
48
|-
49
50
| Area
51
| 11204.913 m<sup>2</sup>
52
| 2372.343 m<sup>2</sup>
53
| 1458 m<sup>2</sup>
54
|-
55
56
| Effective volume
57
| 186369.000 m<sup>3</sup>
58
| 20689.637 m<sup>3</sup>
59
| 9556.322 m<sup>3</sup>
60
|-
61
62
| Max. length
63
| 138.80 m
64
| 113.91 m
65
| 69.2 m
66
|-
67
68
| Max. width
69
| 82.00 m
70
| 21.44 m
71
| 21.2 m
72
|-
73
74
| Max. height
75
| 48.00 m
76
| 8.40 m
77
| 23.6 m
78
|-
79
80
| Min. height
81
| 16.70 m
82
| 7.00 m
83
| 5.95
84
|-
85
86
| Total effective surface area
87
| 27047.330 m<sup>2</sup>
88
| 7002.034 m<sup>2</sup>
89
| 4106.869 m<sup>2</sup>
90
|}
91
92
The set of prayer halls examined presented the main design topologies related to the historical roots of mosque design. As shown in [[#f0005|Fig. 1]] , the Dewela Mosque main prayer hall represents a big enclosed prayer space and crowned at the centre by a big hemispherical dome, which is a typical design of many old historical Ottoman period mosques such as the Suleymaniya and Selimiye Mosques in Istanbul ([[#bib13|Mutbul Kayili, 2005]] ). The daily prayer hall in the Dewela Mosque represents an extended rectangular space that is relatively smaller than the main prayer hall with a flat roof and ornaments. The Damascus City Centre Mosque represents an internal pitched roof prayer hall (Rowaq), which is lifted on an array of internal vertical columns and covered centrally by a lifted dome. The Damascus City Centre Mosque contains an open prayer zone (Sahn). However, this part was excluded in the simulation, and only the enclosed iwan was simulated.
93
94
<span id='f0005'></span>
95
96
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
97
|-
98
|
99
100
101
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr1.jpg|center|527px|Relative scales of the three mosques.]]
102
103
104
|-
105
| <span style="text-align: center; font-size: 75%;">
106
107
Fig. 1.
108
109
Relative scales of the three mosques.
110
111
</span>
112
|}
113
114
The selection criteria were set to maintain various cross relationship geometrical parameters with increasing mosque size, as shown in [[#f0005|Fig. 1]] . The relationship of the mosque plot area and volume is shown in [[#f0010|Fig. 2]] . Evidently, the linear relationship demonstrated by the graph proves that the selected mosques maintain a linear volume and plot area relationship. The volume increases with increasing plot area. The linear relationship should ensure a linear increase in RT with the increase in volume, and any deviation is due to the effect of the geometrical disposition of each mosque and its design aspects if the finishing materials are of similar absorption characteristics.
115
116
<span id='f0010'></span>
117
118
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
119
|-
120
|
121
122
123
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr2.jpg|center|388px|Volume plot area relationship.]]
124
125
126
|-
127
| <span style="text-align: center; font-size: 75%;">
128
129
Fig. 2.
130
131
Volume plot area relationship.
132
133
</span>
134
|}
135
136
The linear increase in volume with increasing surface area is represented in [[#f0015|Fig. 3]] . The relative data are represented in terms of its relationship to the plot area of the mosque prayer hall. The steady relationship between the effective surface areas relative to the surface area of the plan is shown by the solid circle lines. However, the resultant volume from the integration of these surface areas resulted in a relative increase in the effective volume to plan the surface area ratio for some geometries. This result is most probably due to the presence of the dominant hemispherical domes in the main prayer and daily prayer halls of the Dewela Mosque.
137
138
<span id='f0015'></span>
139
140
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
141
|-
142
|
143
144
145
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr3.jpg|center|px|Prayer halls geometrical parameters relationship.]]
146
147
148
|-
149
| <span style="text-align: center; font-size: 75%;">
150
151
Fig. 3.
152
153
Prayer halls geometrical parameters relationship.
154
155
</span>
156
|}
157
158
The ratio of the effective surface area to the effective volume for the three prayer halls is plotted in [[#f0020|Fig. 4]] . The effect of the large hemispherical domes in reducing the surface area is represented by the solid square plots. The upper curves in [[#f0020|Fig. 4]]  clearly show the low surface area/volume ''(SA/V)''  ratio of the sphere compared with the other geometrical shapes.
159
160
<span id='f0020'></span>
161
162
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
163
|-
164
|
165
166
167
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr4.jpg|center|470px|SA/V ratio.]]
168
169
170
|-
171
| <span style="text-align: center; font-size: 75%;">
172
173
Fig. 4.
174
175
''SA/V''  ratio.                  
176
177
</span>
178
|}
179
180
The ''SA/V''  ratio for a unit volume of a sphere is 4.836. By contrast, the ''SA/V''  ratio of a cube is 6 ( [[#bib15|Schmidt-Nielsen, 1984]]  ;  [[#bib18|Vogel, 1988]] ). Thus, using geometrical shapes that are similar to the curved surface of a sphere, such as icosahedrons and dodecahedrons, reduces the ''SA/V''  ratio.      
181
182
==4. Characteristics of the architectural finishing materials of mosques==
183
184
The acoustical behavior, impact of acoustical material, and perception of sound inside the mosque prayer halls are rarely considered during the conceptual design stage. Although acoustics is an important factor due to the importance of speech intelligibility in such spaces, the selection of materials is always subject to other design factors of architectural and visual impacts.
185
186
In most contemporary mosques, the walls and ceilings are probably constructed of hard reflective materials because of the ease of maintenance and hygienic issues. A common material used in walls because of its luxurious and rich visual characteristics is marble. The hand-crafted ornaments in marble have been replaced in present-day mosques with GRC because of its mass production potential and ease of construction. In most cases, the materials selected for walls and ceilings are made of hard reflective materials. The floor is commonly laid with carpet. The high acoustic absorption characteristics of the carpet regulate the effect of creating a highly reverberant space, if installed above the underlay. A list of common finishing materials used in contemporary mosques and the three halls examined in this work is shown in [[#t0010|Table 2]] .
187
188
<span id='t0010'></span>
189
190
{| class="wikitable" style="min-width: 60%;margin-left: auto; margin-right: auto;"
191
|+
192
193
Table 2.
194
195
Summary of common used materials in contemporary mosques.
196
197
|-
198
199
! '''Place'''
200
! '''Height'''
201
! '''Size'''
202
! '''Mounting'''
203
! '''Remarks'''
204
|-
205
206
| colspan="5" | '''Summarized list of common finishing materials'''
207
|-
208
209
| colspan="5" | ''1. Walls''
210
|-
211
212
| Marble Panels, on plastered masonry Brickwork
213
| +1.5 m F.F.L.
214
| As per drawings
215
| Mechanical If above +4.5 F.F.L
216
| Columns, Mihrab, side walls
217
|-
218
219
| Single Glazed window panels
220
| ATD
221
| As per drawings
222
| Wall embedded
223
| 
224
|-
225
226
| Paint on 1.5–2.0 cm cement plaster
227
| ATD
228
| As per drawings
229
| Wall partition
230
| 
231
|-
232
233
| Walls [plastered Brick work]
234
| ATD
235
| As per drawings
236
| Masonry Wall partition
237
| 
238
|-
239
240
| Granite Panels, on plastered masonry Brickwork
241
| ATD
242
| As per drawings
243
| mechanical
244
| Columns, Mihrab, side walls
245
|-
246
247
| colspan="5" | ''1.1 Parapet, windows sills and cross beams''
248
|-
249
250
| Single Glazed window screen
251
| ATD
252
| As per drawings
253
| Wall embedded
254
| 
255
|-
256
257
| Paint on 1.5–2.0 cm cement plaster
258
| ATD
259
| As per drawings
260
| Wall partition
261
| 
262
|-
263
264
| colspan="5" | 
265
|-
266
267
| colspan="5" | ''2. Ceiling''
268
|-
269
270
| Gypsum Boards
271
| ATD
272
| Ceiling embedded
273
| As per drawings
274
| 
275
|-
276
277
| Paint
278
| ATD
279
| Ceiling embedded
280
| As per drawings
281
| 
282
|-
283
284
| GRC
285
| ATD
286
| Ceiling embedded
287
| As per drawings
288
| 
289
|-
290
291
| colspan="5" | ''2.1 Ironmongery, and Handrails''
292
|-
293
294
| Metal
295
| -
296
| As per drawings
297
| As per drawings
298
| 
299
|-
300
301
| colspan="5" | 
302
|-
303
304
| colspan="5" | ''3. Floors''
305
|-
306
307
| Carpet
308
| 
309
| As per architectural design
310
| As per architectural design
311
| Most of the floor
312
|-
313
314
| Carpet Underlay
315
| 
316
| As per drawings
317
| As per drawings
318
| Under carpet
319
|-
320
321
| Wooden floor
322
| 
323
| As per architectural design
324
| As per architectural design
325
| 
326
|-
327
328
| colspan="5" | 
329
|-
330
331
| ''4. Windows''
332
| 
333
| 
334
| 
335
| Single glazed windows
336
|-
337
338
| colspan="5" | 
339
|-
340
341
| ''5. Doors''
342
| colspan="2" | Doors
343
| colspan="2" |
344
|}
345
346
ATD'''' according to design.
347
348
The analysis of the relative relationship of the geometrical parameters and selected material characteristics is shown in [[#f0025|Fig. 5]]  for each octave band frequency. The equal trends shown by curves ''a''  and ''b''  also reflect the linear increase in volume with increasing surface area. The curves reflect an increase of 2.5 times of an order in the main and daily prayer halls of the Dewela Mosque and 2 times in the Damascus City Centre Mosque ( [[#f0015|Fig. 3]] ).
349
350
<span id='f0025'></span>
351
352
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
353
|-
354
|
355
356
357
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr5.jpg|center|px|Architecture finishing materials characteristics. (a) Total absorption/surface ...]]
358
359
360
|-
361
| <span style="text-align: center; font-size: 75%;">
362
363
Fig. 5.
364
365
Architecture finishing materials characteristics. (a) Total absorption/surface area, (b) total absorption/effective surface area, (c) total absorption/effective volume.
366
367
</span>
368
|}
369
370
The results show the common absorption characteristics in the three prayer halls examined.
371
372
The ''SA/V''  ratio effect is also shown in  [[#f0025|Fig. 5]] c, with the presence of curved surfaces, such as the hemispherical domes, in the main and daily prayer halls of the Dewela Mosque and the rectangular shaped abstract form of the Damascus City Centre Mosque. Plotting the absorption characteristics relative to volume, resulted in lower values for the Damascus City Centre Mosque prayer hall because of its low ''SA/V''  ratio.      
373
374
==5. The computer model simulation==
375
376
Given the nature and complexity of the interior geometry of the three prayer halls examined, implementing a feasible computer model theory is important to obtain good quality data. The examined halls are large architectural spaces. Thus, aside from the near field effect, the far field contribution is important to model in the three-dimensional space. Simplified and two-dimensional approaches ([[#bib2|Clayden ''et al'' ., 1975                            ]]  ;  [[#bib6|Holmes and Lyon, 1974]] ) are not suitable.      
377
378
Thus, in this work, the ray tracing model was implemented during the computer predictions. The ray tracing technique ([[#bib5|Heutschi, 1995]] ) is based on following the reflections on the surface areas of each ray emitted from the source location ([[#f0030|Fig. 6]] ) as it undergoes reflections and diffraction at building surfaces until the order of the reflection of the rays exceeds a specified amount. The intensity at a point due to direct sound is calculated using the inverse square law. The numbers of rays generated in each run must be large enough to acquire quality data. The generation is repeated several times and usually more than 100,000 rays are used. The ray tracing approach ([[#bib5|Heutschi, 1995]] ) has proven to be very accurate and reliable, as long as a sufficient number of rays are used. The number of rays is easily verified for each space and volume individually by increasing the number of rays in packets of 500 until a convergence criterion is reached.
379
380
<span id='f0030'></span>
381
382
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
383
|-
384
|
385
386
387
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr6.jpg|center|282px|Ray tracing analysis.]]
388
389
390
|-
391
| <span style="text-align: center; font-size: 75%;">
392
393
Fig. 6.
394
395
Ray tracing analysis.
396
397
</span>
398
|}
399
400
==6. RT evaluation==
401
402
Once the source position was determined, the software generated the number of rays required, which interacted with the modeled surface reflections, to obtain an estimated RT. The rays continued to lose energy with increasing reflection order until it attenuated to a certain quantity (e.g., 40–60 dB). At this point, the rays were considered completely absorbed and contributed no more energy to the resultant sound field. The collective behavior was resumed in the estimation of the RT for each frequency. The resultant decay curves for the three examined prayer halls are shown in [[#f0035|Fig. 7]] , which presents the geometrical features of the three prayer halls and the absorption coefficients of materials.
403
404
<span id='f0035'></span>
405
406
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
407
|-
408
|
409
410
411
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr7.jpg|center|px|Decay curves before acoustic treatment. (a) Dewela Mosque main prayer, (b) ...]]
412
413
414
|-
415
| <span style="text-align: center; font-size: 75%;">
416
417
Fig. 7.
418
419
Decay curves before acoustic treatment. (a) Dewela Mosque main prayer, (b) Dewela Mosque daily prayer hall, (c) Damascus City Centre Mosque.
420
421
</span>
422
|}
423
424
The RT values extracted from the decay curves are shown in [[#f0040|Fig. 8]] .
425
426
<span id='f0040'></span>
427
428
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
429
|-
430
|
431
432
433
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr8.jpg|center|px|Reverberation time before acoustic treatment. (a) Dewela Mosque main prayer, (b) ...]]
434
435
436
|-
437
| <span style="text-align: center; font-size: 75%;">
438
439
Fig. 8.
440
441
Reverberation time before acoustic treatment. (a) Dewela Mosque main prayer, (b) Dewela Mosque daily prayer hall, (c) Damascus City Centre Mosque.
442
443
</span>
444
|}
445
446
The predicted RT values exceeded the optimum values. Previous studies ([[#bib12|Marsilio ''et al'' ., 2001                            ]]  ;  [[#bib9|Karabiber, 2000]] ) show that the values of RT are high, providing the room with a preferred feeling of majesty and confers a holy atmosphere among the worshippers. The prayer halls are generally poorly suited for delivering speeches because of the excess reverberation, although the situation seems somehow compensated by the additional absorption contributed by the floor area. These provide better speech communication that can be established in the short range. This treatment and the addition of some acoustic treatments to the internal building fabric regulate the RT.      
447
448
The results of the reverberation time shown in [[#f0040|Fig. 8]]  are clearly inversely proportional to the total absorption shown in [[#f0045|Fig. 9]] . The high absorption rates obtained at high frequency ranges in the main prayer hall of the Dewela Mosque are due to the large surface area of the gypsum ornaments of the dome and the dome cylindrical supporting neck. This phenomenon was also observed in the Damascus City Centre Mosque, and supports the previous finding, given that these two types of prayer halls have hemispherical domes constructed in the ceiling. Thus, providing additional absorption for this large surface area of hemispherical geometry at mid- and low-frequency ranges is important. On the other hand, at the Dewela Mosque, the prayer hall needs additional absorption at mid-frequency ranges. The RT values predicted were compared with the preferred values suggested in previous literature ([[#bib8|Sinan Eserlerinde Akustik, 1989]]  ;  [[#bib3|Everest, 1994]] ), as shown in [[#f0050|Fig. 10]] . These studies reported plots of RT values versus room volume for different purposes. The values of the three prayer halls were not suitable for the purpose of prayer, and the RT values were too high to ensure good speech intelligibility.
449
450
<span id='f0045'></span>
451
452
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
453
|-
454
|
455
456
457
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr9.jpg|center|388px|Total absorption.]]
458
459
460
|-
461
| <span style="text-align: center; font-size: 75%;">
462
463
Fig. 9.
464
465
Total absorption.
466
467
</span>
468
|}
469
470
<span id='f0050'></span>
471
472
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
473
|-
474
|
475
476
477
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr10.jpg|center|388px|Recommended reverberation time RT for mosques.]]
478
479
480
|-
481
| <span style="text-align: center; font-size: 75%;">
482
483
Fig. 10.
484
485
Recommended reverberation time RT for mosques.
486
487
</span>
488
|}
489
490
==7. Acoustic treatment==
491
492
The results for the predicted RT values require the need for an acoustical corrective design for the three prayer halls. The data analysis revealed high RT values, especially for mid- and low frequencies. This configuration is not suitable for the intelligibility and perception of speech in prayer environments. Thus, the acoustic treatment proposed aims to reduce the RT. The ideal behavior of sound rays in the prayer halls was modeled using the Autodesk© Ecotect software (Square [[#bib16|One, 2004]] ) in the previous stage and acoustic treatment evaluation stage. This software is a building design and environmental analysis tool that simulates and analyzes the acoustical response of a building. Moreover, this tool allows designers to work with three dimensions and furnish an impressive presentation of the final design and acoustical behavior of the architectural space under analysis. The actual geometry of the three prayer halls was fully modeled using the Ecotect software framework. The first step was drawing the project geometrically. The acoustic characteristics of the different construction materials were considered, which is very critical to the purpose of modeling sound absorption. The simulation of the source was performed by assuming an isotropic source placed at the center of the hall near the Minbar. Different analyses were then performed, such as RT evaluation, reflection analysis, and materials analysis, among others.      
493
494
As outlined previously, the Dewela Mosque main prayer hall and the Damascus City Centre Mosque require more absorption applied to the hemispherical dome surface area at low- and mid frequencies. The dome form is one of the most inconvenient forms in acoustics design because of the concave curvatures. The propagating sound energy does not escape without reflecting several times inside the dome shell. Given this effect, the reflected sound energy from the dome returns to the main space with a time delay, resulting in echoes or noise in the main prayer hall and the reduction in the percentage of intelligibility. The reflected sound energy that is increasingly delayed, especially in large domes, is the cause of echoes.
495
496
The traditional solution implemented during the Ottoman period ([[#bib13|Mutbul Kayili, 2005]] ) is the installation of cavity resonators inside the dome structure. Helmholtz resonators, or cavity resonators, built inside the dome absorb a considerable amount of sound energy and reradiate the residual sound throughout the main hall. By diffusing the incident sound energy in all directions, the room becomes a diffuse sound field, preventing dangerous echoes due to the delayed reflections from the dome shell. Aside from creating a diffused field, the sound energy directly reflected from the dome, creates a divine atmosphere of worship. This application became a tradition in Ottoman architecture. The cavity resonator system absorbs a narrow frequency band with the frequency concentrated at the site where resonance frequency occurs. By decreasing the system quality factor (i.e., by increasing the interior resistance and volume), widening the absorption frequency band to a certain degree is possible ([[#bib13|Mutbul Kayili, 2005]] ), as shown in [[#f0055|Fig. 11]] .
497
498
<span id='f0055'></span>
499
500
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
501
|-
502
|
503
504
505
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr11.jpg|center|388px|Equivalent absorption cross section areas ratio of resonators vs. quality factor ...]]
506
507
508
|-
509
| <span style="text-align: center; font-size: 75%;">
510
511
Fig. 11.
512
513
Equivalent absorption cross section areas ratio of resonators vs. quality factor ''Q'' .                  
514
515
</span>
516
|}
517
518
In this situation, a slight decrease in absorption was observed. The cavity resonators are usually installed as shown in [[#f0060|Fig. 12]] .
519
520
<span id='f0060'></span>
521
522
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
523
|-
524
|
525
526
527
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr12.jpg|center|282px|A detailed cross section and installation in a cavity resonator.]]
528
529
530
|-
531
| <span style="text-align: center; font-size: 75%;">
532
533
Fig. 12.
534
535
A detailed cross section and installation in a cavity resonator.
536
537
</span>
538
|}
539
540
In designing the correct Helmholtz resonator to be installed in the dome, numerous design issues needed to be resolved such as obtaining the right frequency, the number and size of resonators, as well as placement of the damping.
541
542
The equations for the resonant frequency were derived assuming open-air conditions. Under a closed room, the interaction between the resonator and the room can alter its resonance frequency, but this effect is marginal and could be neglected ([[#bib17|Unnikrishnan et al., 2010]] ). In the equation below, ''f''  is the resonance frequency, ''v''  is the speed of sound in air, ''A''  is the surface area of the hole, ''V''  is the volume of air in the resonator body, and ''L''  is the length of the neck or port.
543
544
{| class="formulaSCP" style="width: 100%; text-align: center;" 
545
|-
546
| 
547
{| style="text-align: center; margin:auto;" 
548
|-
549
| <math>f=\frac{v}{\pi }\sqrt{\frac{A}{VL}}</math>
550
|}
551
| style="width: 5px;text-align: right;white-space: nowrap;" | 
552
|}
553
554
[[#bib17|Unnikrishnan et al., 2010]]  recommend that the resonator volume should not be more than 1% of the room volume. A resonator volume higher than this value does not lead to more absorption. In the Dewela Mosque, the volume in the main prayer hall dome is 3407.913 m<sup>3</sup> , and 1% of it is 34.08 m<sup>3</sup> . The single resonator volume ([[#f0060|Fig. 12]] ) is about 0.002 m<sup>3</sup> . Thus, a 17,000 resonator should be installed. However, changing the dimensions of the resonator and increasing the volume were not feasible because of the structural constraints of the dome. Thus, 1800 resonators were equally distributed along the inside of the dome hemispherical surface, as shown in [[#f0060|Fig. 12]] . [[#bib7|Ingard (1953)]]  constructed an excel worksheet for the design of acoustic resonators, which is used to calculate the designed resonator absorption with and without internal lining on the resonator base. The results are displayed in [[#f0065|Fig. 13]] .
555
556
<span id='f0065'></span>
557
558
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
559
|-
560
|
561
562
563
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr13.jpg|center|388px|Absorption cross section of designed resonator continuous line with damping.]]
564
565
566
|-
567
| <span style="text-align: center; font-size: 75%;">
568
569
Fig. 13.
570
571
Absorption cross section of designed resonator continuous line with damping.
572
573
</span>
574
|}
575
576
The resonators were designed to provide absorption at a low-frequency range. Other absorptive materials were installed in the ceiling of the three prayer halls to provide the rest of the absorption needed at the mid-frequency range. The model was rerun for the three spaces, and the decay curves after acoustic treatment are shown in [[#f0070|Fig. 14]] .
577
578
<span id='f0070'></span>
579
580
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
581
|-
582
|
583
584
585
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr14.jpg|center|px|Decay curves after acoustic treatment. (a) Dewela Mosque main prayer, (b) Dewela ...]]
586
587
588
|-
589
| <span style="text-align: center; font-size: 75%;">
590
591
Fig. 14.
592
593
Decay curves after acoustic treatment. (a) Dewela Mosque main prayer, (b) Dewela Mosque daily prayer hall, (c) Damascus City Centre Mosque.
594
595
</span>
596
|}
597
598
Based on the RT curves in [[#f0075|Fig. 15]] , the installation of Helmholtz resonators inside the dome shell, as well as the additional absorptive materials in the ceiling of prayer halls, adjusted the acoustic environment inside the prayer halls to acceptable limits. [[#f0080|Fig. 16]]  shows the RT values of the three prayer halls plotted against the recommended RT values for mosques indicated by [[#bib13|Mutbul Kayili (2005)]] .
599
600
<span id='f0075'></span>
601
602
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
603
|-
604
|
605
606
607
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr15.jpg|center|px|Reverberation time after acoustic treatment. (a) Dewela Mosque main prayer, (b) ...]]
608
609
610
|-
611
| <span style="text-align: center; font-size: 75%;">
612
613
Fig. 15.
614
615
Reverberation time after acoustic treatment. (a) Dewela Mosque main prayer, (b) Dewela Mosque daily prayer hall, (c) Damascus City Centre Mosque.
616
617
</span>
618
|}
619
620
<span id='f0080'></span>
621
622
{| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; max-width: 100%;" 
623
|-
624
|
625
626
627
[[Image:draft_Content_339851252-1-s2.0-S2095263512000787-gr16.jpg|center|388px|Predicted reverberation time against recommended.]]
628
629
630
|-
631
| <span style="text-align: center; font-size: 75%;">
632
633
Fig. 16.
634
635
Predicted reverberation time against recommended.
636
637
</span>
638
|}
639
640
==8. Conclusion==
641
642
In this work, the acoustic environment of contemporary mosques was evaluated. The sound behavior in mosques lacked adequate research in all relevant technical sciences. As with acoustics, many technical data have yet to be sufficiently evaluated. The common types of mosque designs were discussed and analyzed. A geometrical parametric analysis of three examples of contemporary mosques that represent the three different common configurations of prayer halls was conducted. The prayer halls that have large hemispherical domes have a low-''SA/V''  ratio relative to rectangular prayer halls.      
643
644
This low-''SA/V''  ratio in prayer halls with hemispherical domes resulted in a reduction of the total absorption of the space. The computer simulation for the three prayer halls with finishing materials specified by each consultant revealed that the materials commonly used for the three design topologies needed acoustic treatment. This treatment will introduce more absorption to the spaces and reduce any negative acoustic phenomena that might occur from having surfaces that focus large amounts of acoustic energy at certain areas of the prayer halls. The decay curves at each frequency revealed that additional absorption was needed at low- and mid-frequency ranges.      
645
646
The installation of Helmholtz resonators in domes where the scattering of sound attenuates any focusing phenomena, as well as the addition of absorption by changing the ceiling material characteristics-enhanced acoustic quality, indicating that these techniques are effective. A decrease in RT was observed. This decrease was not restricted to the resonant frequency, considering additional damping layers were introduced inside the resonators.
647
648
Another effect is the increase in clarity and definition of speech. These effects should be investigated along with the increase in the number of resonators used. On the other hand, the position of the Helmholtz resonators in the corners where the efficiency is greater shows a kind of knowledge on the acoustic behavior of closed spaces by [[#bib19|Tilemachos and Dimitris (2007)]] . This area needs therefore further investigation.      
649
650
==References==
651
652
<ol style='list-style-type: none;margin-left: 0px;'><li><span id='bib1'></span>
653
[[#bib1|Abdou, 2003]] Abdou, A., 2003. Comparison on the acoustical performance of Mosque geometry using computer model studies. In: Eighth International IBPSA Conference, 11–14 August 2003, Eindhoven, The Netherlands.</li>
654
<li><span id='bib2'></span>
655
[[#bib2|Clayden et al., 1975]] A.D. Clayden, R.W.D. Culley, P.S. Marsh; Modelling traffic noise mathematically; Applied Acoustics, 8 (1975), pp. 1–12</li>
656
<li><span id='bib3'></span>
657
[[#bib3|Everest, 1994]] F.Alton Everest; The Master Handbook of Acoustics; TAB books, McGraw-Hill (1994)</li>
658
<li><span id='bib4'></span>
659
[[#bib4|Hammad, 1990]] R. Hammad; RASTI measurements in mosques in Amman; Jordan Applied Acoustics, 30 (1990), pp. 335–345</li>
660
<li><span id='bib5'></span>
661
[[#bib5|Heutschi, 1995]] K. Heutschi; A simple method to evaluate the increase of traffic noise emission level due to buildings, for a long straight street; Applied Acoustics, 44 (1995), pp. 259–274</li>
662
<li><span id='bib6'></span>
663
[[#bib6|Holmes and Lyon, 1974]] Holmes, G., Lyon, R.H., 1974. A numerical model of sound propagation in urban areas. In: The Second Interagency Symposium on University Research in Transportation Noise, North Carolina State University.</li>
664
<li><span id='bib7'></span>
665
[[#bib7|Ingard, 1953]] Uno Ingard; On the theory and design of acoustic resonators; Journal of Accoustics. Society ofAmerican, 25 (1953), p. 1037</li>
666
<li><span id='bib9'></span>
667
[[#bib9|Karabiber, 2000]] Karabiber, Z., 2000. A new approach to an ancient subject: CAHRISMA project. In: Proceedings of the 7th ICSV Conference.</li>
668
<li><span id='bib13'></span>
669
[[#bib13|Kayilli, 2005]] Kayili, M., 2005. Acoustic Solutions in Classic Ottoman Architecture. Foundation for Science technology and Civilization. May 2005.</li>
670
<li><span id='bib11'></span>
671
[[#bib11|Khateeb and Ismail, 2007]] A. Khateeb, M.R. Ismail; Sounds from the past the acoustics of Sultan Hassan Mosque and Madrassa; Journal of Building Acoustics, 14 (2007), pp. 109–132</li>
672
<li><span id='bib12'></span>
673
[[#bib12|Marsilio et al., 2001]] Marsilio, M., Prodi, N., Pompoli, R., 2001. On the prediction of reverberation time and strength in mosques. In: Proceedings of the Conference ICA 2001.</li>
674
<li><span id='bib15'></span>
675
[[#bib15|Schmidt-Nielsen, 1984]] K. Schmidt-Nielsen; Scaling: Why is Animal Size so Important?; Cambridge University Press, New York, NY (1984)</li>
676
<li><span id='bib8'></span>
677
[[#bib8|Sinan Eserlerinde Akustik, 1989]] Sinan Eserlerinde Akustik, 1989. Turk Vakif medeniyeti Cercevesinde “Mimar Sinan ve Donemi Sempozyumu”. Vakiflar Genel Mudurlugu publications, Istanbul.</li>
678
<li><span id='bib16'></span>
679
[[#bib16|One, 2004]] Square One, 2004. Ecotect User Manuel, v5.2, Cardiff, UK.</li>
680
<li><span id='bib17'></span>
681
[[#bib17|Unnikrishnan et al., 2010]] S. Unnikrishnan, C.D. Shete, A. Subramoniam, K.L. Handoo, C. Padmanabhan; Experimental and computational investigation of coupled resonator–cavity systems; Applied Acoustics, 71 (1) (2010), pp. 61–67 2010</li>
682
<li><span id='bib18'></span>
683
[[#bib18|Vogel, 1988]] S. Vogel; Life’s Devices: The Physical World of Animals and Plants; Princeton University Press, Princeton, NJ (1988)</li>
684
<li><span id='bib19'></span>
685
[[#bib19|Tilemachos and Dimitris, 2007]] Zakinthinos Tilemachos, Skarlatos Dimitris, 2007. The effect of ceramic vases on the acoustics of old Greek orthodox churches. Applied Acoustics 68 (11–12), 1307–1322.</li>
686
</ol>
687

Return to Refat-Ismail 2013c.

Back to Top

Document information

Published on 12/05/17
Submitted on 12/05/17

Licence: Other

Document Score

0

Views 52
Recommendations 0

Share this document

claim authorship

Are you one of the authors of this document?